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Home My WebLink AboutContract 58704FORT WORTH ® City Secretary Construction D Project Manager □ CSC No. 58704 CONTRACT FOR THE CONSTRUCTION OF 2023 CONCRETE RESTORATION CONTRACT 2 AT VARIOUS LOCATIONS Mattie Parker Mayor City Project No. 104179 William Johnson David Cooke City Manager Director, Transportation and Public Works Department Prepared for The City of Fort Worth TRANSPORTATION AND PUBLIC WORKS 2022 GSO REC'D JAN 19 '23 AHl0:48 FORT WORTH ® City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRU CTION SPEC IFICAT ION DOCU M ENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 -General Conditions 00 05 10 Mavor and Council Communication ee e~ l~ AaaeAaft 00 11 13 Invitation to Bidders 00 21 13 In struction s to Bidders 00 35 13 Conflict of Interest Statement 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder .Q9 45 H n . ~ ·-.-......... v,J ..1._ -...,ua111.1_._._,1.v 1 J 00 45 12 Prequalification Statement 00 45 13 ~ 1 •.c, • , . ~ -~ ,..._ ___ -,I._ .11.tJ Page I of3 Last Revised 07/01/2011 9'.71'9V~9l l 07 /19/2 021 11/02/2 021 02/24/2020 09/3 0/2 021 01/20/2 012 09/11/2017 06/2 7/2 011 08fBfz 0f-t 09/3 0/2021 08 /13/2 021 00 45 26 Contractor Compliance with Workers' Co mpensation Law 07/01/2011 00 45 40 Busi ness E quity Goal 10/27/2021 00 52 43 Agreement 11/23 /2 021 00 61 13 Performance Bond 07 /01/2011 00 61 14 Payment Bond 07 /01/2011 00 61 19 Maintenance Bond 07 /01/2011 00 61 25 Certificate of Insurance 07 /01 /2 011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03 /09/2 020 ff . . 01 G IVISIOn -enera IR t eqmremen s as ev1se L tR . d 01 11 00 Summary of Work 12/2 0/2 012 01 25 00 Substitution Procedures 07/01 /2 011 01 31 19 Preconstruction Meeting 08/17/2 012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13 /2 021 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12 /2 0/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Serv ice s 03 /09/2 020 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 Preve ntion Plan 01 58 13 Temporary Project Si!!Ilage 01 60 00 Product Requirements 01 70 00 M o bilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance D ata 01 78 39 Proj ect Record Doc uments C ITY OF FORT WORTH STANDARD CONSTRU CT ION SPEC IFI CATION DOCUMENTS Revised June I 0, 2022 07/01 /2 011 07/01/2011 03 /09/2 020 11/22/2016 02/14/2 018 07 /01/2011 03 /22/2 021 12 /2 0/2012 07/01/2011 2023 Concrete Restoration Cont ract 2 C ity Project No. I 04179 00 00 00 STANDARD CON STRU C TION SPECIFICATIO N DOCU M EN TS Division 31-Earthwork I 31 23 16 I Unclassified Excavation IVISIOn -xtenor mprovements D" . . 32 E I 32 11 23 Flexible Base Courses 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants Division 33 -Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Division 34 -Trans ortation 34 71 13 Traffic Control Page 2 of3 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 32 -Exterior Im rovements 32 13 13 Concrete Pavin 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 -Existin Conditions Last Revised 02 41 13 Selective Site Demolition 03 /11/2022 02 41 15 Pavin Removal 02 /02 /2016 IVISIOn -xtenor mprovements D" . . 32 E I 32 17 23 Pavement Markings 06 /10/2022 32 17 25 Curb Address Painting 11 /04 /2013 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Sodding 05 /13 /2021 Division 33 -Utilities 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04 /02 /2021 33 05 13 Frame, Cover and Grade Rings 12/09 /2021 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 03 /11/2022 Grade 33 05 16 Concrete Water Vaults 12/20 /2012 33 05 17 Concrete Collars 03 /11 /2022 Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DO CUMENTS Revi sed June I 0, 2022 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 GC-6.07 GC-6 .09 GNl 38-A 41 01 Wage Rates Permits and Utilities General Notes Standard Construction Details Locations List 00 00 00 STANDARD CONSTRUC TIO N SPECIFICATION DOCUMENTS Page 3 of3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Revised Jun e I 0, 2022 2023 Co ncrete Restoration Contract 2 C ityProject No . 1041 79 City of Fort Worth, Texas Mayor and Council Communication DA TE: 11 /29/22 M&C FILE NUMBER: M&C 22-0983 LOG NAME: 202023 CONCRETE RESTORATION CONTRACT 2 SUBJECT (CD 8) Authorize Execution of a Contract with Makou Inc., in the Amount of $1 ,449,450.00 fo r the Concrete Panel Replacements at Meadowbrook Drive RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with Makou Inc., in the amount of $1 ,449,450.00 for concrete panel rep lacements at Meadowbrook Drive from Watson Street to East Loop 820 for the 2023 Concrete Restoration Contract 2 project (City Project No . 104179). DISCUSSION: The Fiscal Year 2023 Pay-Go Contract Street Ma intenance Program , groups various types of street maintenance into specific contract packages. The 2023 Concrete Restoration Contract 2 provides the repair and reconstruction of approximately 10 ,500 square yards of failed concrete pavement at various street sections on Meadowbrook Dr listed below: Street Name 8 Meadowbrook Dr [TI Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr Construction for this project is expected to start in early 2023 and to be completed by summer 2023. There is no anticipated impact on the General Fund's operating budget upon completion of this contract . This project was advertised for b id on August 4, 2022 , and August 11 , 2022 , in the Fort Worth Star-Telegram . On September 1 , 2022 , the following bids were received : Bidders Amount Makou , Inc $1 ,449 ,450.00 Capko Concrete Structures $1 ,791 ,520.00 Urban lnfraconstruction $1 ,468 ,935.0( Funding is budgeted in the TPW Dept Highway & Streets Department's General Capital Projects Fund for the purpose of funding the 2023 Concrete Restoration 2 project, as appropriated. M/WBE OFFICE -MAKOU INC is in compliance with the City's Business Equity Ord inance by committing to 100% Business Equity participation on this project. The City's Business Equity goal on this project is 21%. Additionally MAKOU INC is a certified M/WBE firm . This project is located in COUNCIL DISTRICT 8 FISCAL INFORMATION/ CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget , as previously appropriated, in the General Capital Projects Fund for 2023 Concrete Restoration 2 project to support the approval of the above recommendation and execution of the contract. Prior to any expenditu re be ing incurred , the Transportation and Public Works Department has the responsibility to validate the ava ilability of funds . Submitted for City Manager's Office by: William Johnson 5806 Originating Business Unit Head: Lauren Prieur 6035 Additional Information Contact: Monty Hall 8662 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS 00 11 13 INV IT ATIO N TO BIDDERS Page I of2 Sealed bids for the construction of 2023 CONCRETE RESTORATION CONTRACT 2, City Project No. 104179 will be received by the City of Fort Worth Purchasing Office until 1 :30 P.M. CST, Thursday, September 1, 2022 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth , Texas 76102 Bids will be accepted by: US Mail , Courier, FedEx or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. GENERAL DESCRIPTION OF WORK T he major work will consist of the (approx imate) following : 10 ,500 SY 4 ,500 SF 3,000 SF Remove and Replace 7" Concrete Pavement HES Remove and Replace 6" Concrete Driveway Remove and Replace 4" Concrete Sidewalk EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth 's Purchas ing Division website at http://www.fortworthtexas.gov/purchasing/ and clicking on the link to the advertised proj ect folders on the City 's electronic document management and collaboration system site. The Contract Documents may be downloaded , viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Nikki McLeroy, 817-392-8363. City of Fort Worth, TPW, 200 Texas St, Fort Worth, TX 76102. The cost of Bidding and Contract Documents is: $30 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties are requested to email Expressions oflnterest in thi s procurement to the City Project Manager and the Design E ngineer. The email should include the company 's name, contact perso n and that individual 's email address and phone number. All Addenda will be di stri buted directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth 's purchasing website at http://fortworthtexas.gov/purchasing/ C IT Y OF FORT WORTH STANDARD CONSTRUCTION SPEC IFI CATION DOCUMENT Revi sed 7/19/202 1 2023 Concrete Re sto ration Contract 2 City Project No. I 04179 00 11 13 fNVIT AT ION TO BIDD ERS PREBID CONFERENCE -Web Conference A prebid conference will be held as discussed in Section 00 21 13 -INSTRUCTIONS TO BIDDERS at the following date , and time via a web conferencing application: DATE: Wednesday, August 17, 2022 TIME: 10 .00 A.M. Page 2 o f 2 Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression oflnterest. If a prebid conference is held , the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held , prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. FUNDING Any contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from bonds, grants, etc . and reserved by the City for the Project. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: lretomiwa Otuyelu , City of Fort Worth Emai I: iretomiwa.otuyelu@ fortworthtexas.gov ADVERTISEMENT DATES August 4, 2022 Aug ust 11 , 2022 C IT Y O F FO RT WO RTH END OF SECTION STAN DARD CONSTRUCT ION SPEC IFI CATI ON DOCUM ENT Rev ised 7/19/202 1 2023 Concrete Restorati on Contract 2 C ity Proj ect No. I 041 79 1. Defined Terms SECTION 00 2113 INSTRUCTIONS TO BIDDERS 00 2 1 13 INSTRU CTIONS TO BIDD ERS Page I of 8 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 pe rson , firm , partnership, company, association, or corporation acting directly through a duly authorized repre se ntative, submitting a bid for performing the work contemp lated under the Contract Documents. 1.2.2. Nonresident Bidder: Any pe rson , 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 lowe st 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 re spons ibility for errors or misinterpretations resulting from the Bidders use of incomplete set s of Bidding Documents . 2.2. City and Engineer in making copies of Biddin g Documents available do so only for the purpose of obtaining Bid s 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) OMITTED 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, s hall be binding upon the City. 4.1.2. Should visit the site to become familiar with and sati sfy Bidder as to the general , local and site conditions that may affect cost, progress, performance or furnishing of th e Work. 4 .1.3. Shall consider federal , state and loc a l Laws and Regulation s that may affect cost, progress, performance or furnishing of the Work. C ITY OF FORT WORT H STANDARD CONSTRU CTION SPEC IFICATION DOCUMENT Rev ised/U pd ated November 2, 2021 2023 Concrete Re storati on Cont ract 2 C ity Proj ect No I 04 I 79 4.1.4. OMITTED 00 2 1 13 INSTR UC TIONS TO BIDD ERS Pa ge 2 of8 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 , inve stigations, tests, borings, and such other means as may be neces sary to gain a complete knowledge of the conditions which will be encountered durin g the construction of the project. For projects with re stricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deem s necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the s ite to its former conditions upon completion of s uch 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. Bidd e rs shall rel y exclusively and solely upon their own estimates, in vestigation , re searc h, 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 s ubmission of a proposal or bid is prima-faci e evidence that the Bidder has made the inve stigation s, examinations and tests herei n required . 4 .1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and s uch other related documents . The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and th e City shall be permitted to make such corrections or interpretations as may be deemed nece ssary for fulfillment of the intent of the Contract Documents . 4 .2. Reference is made to Section 00 73 00 -Supplementary Conditions for identification of: 4 .2.1. those reports of exploration s and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The lo gs of Soil Borings, if any , on the plans are for general information only. Neither the City nor the E ng ineer g uarantee that the data shown is repre sentative of conditions which actually exist. C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IFICAT ION DOCUMENT Revised/Updated Novemb e r 2 , 202 1 2023 Conc rete Re storation Contract 2 C ity Project No I 04 179 00 2 1 13 rNS TRU CTIONS TO BIDDERS Page 3 of 8 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 respon s ible 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 incontrovertibl e 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 biphenyl s (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 material s and equipment to be incorporated in th e Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way , easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the eve nt the necessary ri ght- of-way, easements, and /or permits are not obtained , the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. C ITY OF FORT WORTH STANDARD CONST RU CT ION SPECIFICATION DOCUMENT Revised/Updated Novemb er 2, 2021 2 023 Concrete Re storation Contract 2 C ity Project No I 04179 00 2 1 13 INSTRU CTIONS TO BIDDERS Pa ge 4 o f 8 5.3 . The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1 . All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth , TX 76102 Attn : lretomiwa Otuyelu , Transportation and Public Works Emai I: iretomiwa.otuyel u@fortworthtexas .gov Phone: 682-444-8921 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City . 6 .3. Addenda or clarifications may be posted via the City 's electronic document management and collaboration system at https://docs .b360.autodesk.com/shares/6898da28-1328- 4cfa-b6f3-1 c6f52440268 6.4 . A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to question s arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5 .01 of the General Conditions . 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond . Such action shall be City's ex clusive remedy in the event Bidder is deemed to have defaulted. C ITY OF FORT WO RTH STANDARD CONSTRU CT ION SPEC IFI CATION DOCUMENT Rev ised/U pdated Novemb er 2, 202 1 2 023 C oncrete Res torati on Contract 2 C ity Proj ect No I 04 179 8. Contract Times 00 21 13 IN STRUC TION S TO BIDD ERS Page 5 of8 The number of days within which , or the dates by which , Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6 .05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11. 1. In accordance with the City'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: http s ://codelibrary .amlegal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection . 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12 .2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form . A Bid price shall be indicated for each Bid item , alternative, and unit price item listed therein. In the case of optional alternatives , the words "No Bid ," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. All entries shall be legible. 12.3 . Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed . The corporate address and state of incorporation shall be shown below the signature. C ITY O F FO RT WO RT H STANDARD CONSTRUC TI ON S PEC lF ICATI ON DOCUMENT Rev ised/U pd ated November 2 , 202 1 2 023 Concrete Res torati on Contract 2 C ity Proj ect No I 0417 9 00 2 1 13 IN STRU C TIONS TO BIDDERS Page 6 of8 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign . The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12. 7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form . The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12 .9 . The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11 . Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 -Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Withdrawal of Bids 14 .1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14 .2 . In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened , said Bid and any record thereof will subsequently be marked "Withdrawn " and will be given no further consideration for the award of contract. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. C ITY O F FO RT WO RTH STAN D ARD CONSTRUCTI ON SPEC IFI CATI ON DOCUMENT Revised/Upd ated Nove mb er 2 , 202 1 2 02 3 Concrete Restorati on Contract 2 C ity Proje ct No I 04 179 16. Bids to Remain Subject to Acceptance 00 2 1 13 IN STRU CTION S TO BIDDERS Page 7 of 8 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 again st 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 investi gations 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 les s 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. C IT Y O F FO RT WO RTH STAN DARD CONSTR UC TI ON SPECIF ICATI ON DOCUMENT Revise d/U pd ated Novemb er 2, 202 1 2023 Concrete Res torati on Contract 2 C ity Proj ect No I 041 79 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 8 17 .6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident 's principal place of business is located. 17.7. A contract is not awarded until 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 oflnterested 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 iss ues 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 oflnsurance, and all other required documentation. 18 .2. City s hall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICATION DOCUMENT Revi sed/Updated November 2, 2021 2023 Co ncrete Re storation Contract 2 C ity Project No I 04 179 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 Each bidder, offerer or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law . If a member of the Fort Worth City Council , any one or more of the City Manager or Assistant City Managers , or an agent of the City who exercise discretion in the planning , recommending , selecting or contracting with a bidder, offerer or respondent is affiliated with your company , then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required . You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. http ://www .ethics.state.tx .us/forms/CIQ .pdf http://www .ethics .state.tx.us/forms/CIS.pdf □ CIQ Form does not apply □ CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary □ CIS Form does not apply 0 CIS Form is on File with City Secretary □ C IS Form is being provided to the City Secretary BIDDER: MAKOU INC . By : MAQSOOD KHAN / Signature: h:,, eeck _/ 7100 S. COOPER ST SUITE$ 15 ARLINGTON , TX .76001 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Re vi sed February 24 , 2020 Title : PRINCIPAL 2023 Concrete Restorat ion Cont ract 2 C ity Project No . 1041 79 Cop y of 00 4 1 00 B id Proposal Workboo k + L' , ' , . .... t; 'S!i?.tf f' •J I• ·S ,,v ' H nr;{ 1<1(, . ,)l I .. 'I ' 11 , . .._ l f • 01' Vi• 1 !11.-: 1_, , A i ') -rz:-h,:: II C ,..., ' ,, ' ,n~· l"'I " ,l, ' f )•11 ·, -:: ,., .,. . ' ., ' r , I I I I, •I ' ' I ' ~tL I • I., '1..r ,_ ,,, ... i''V • ,r . ~ , . '', j ,' J ' .. ,t)~J'' l r ,,I J,.,. f ,,,,. {) J \ • I r ., t , 1 \" .. ""fb!c~ ,~) J 1, ' ' ,-1 ,-H•, ,,v\ ,, ~ .,~ .. ··,c ' C , ... •j I , ,Tl l 1 ,_ 'l'df I ' -1b 1 ,. ,"l'j J t,,_. I• ~11·0 . I E ,l..:11,.;!1 1~·; t, 1•t,1 - • . It-:.\ ) J ~ I \ TO : The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth , Texas 76102 SECTION 00 41 00 BID FORM FOR : 2023 Concrete Restoration Contract 2 City Project No .: 104179 Units/Sections : 1. Enter Into Agreement 00 4 1 00 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees , if this Bid is accepted , to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents . 2. BIDDER Acknowledgements and Certification 2 .1. In submitting this Bid , Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS , including without limitation those dealing with the d isposition of Bid Bond . 2 .2 . Bidder is aware of all costs to provide the required insurance , will do so pending contract award , and will provide a val id insurance certificate meeting all requirements within 14 days of notification of award . 2 .3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group , association , organization , or corporation. 2.4 . Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid . 2 .5. Bidder has not so li cited or induced any individual or entity to refrain from bidding . 2 .6. Bidder has not engaged in corrupt, fraudulent , collusive , or coercive practices in competing for the Contract. For the purposes of this Paragraph : CI T Y OF FORT WORTH a . "corrupt practice " means the offering , giv ing , receiving , or soliciting of any thing of value likely to influence the action of a public official in the bidding process . b. "fraudulent practice " means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establ ish Bid prices at artificial non-competitive levels , or (c) to deprive City of the benefits of free and open competition. c . "collusive pract ice " means a scheme or arrangement between two or more Bidders , with or without the knowledge of City , a purpose of which is to establ ish Bid prices at artificial , non- competitive levels . STA ND AR D CONS TR UC T ION SP EC IF ICAT ION DOC UMEN T S Revised 9/30/2 021 2023 Co nc rete Restoration Contract 2 Ci ty Project No . 104 179 Copy of 00 41 00 Bi d Proposa l Workboo k ., \, ,, l' , l 1 1 )I ., T L )1 I. I tJ \ I( +,' .. :_, r ,. ,. 00 41 00 BID FORM Page 2 of 3 d . "coercive practice" means harming or threatening to harm , directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors : b. List work !YRe here or Sf'.2_a_c_e ________________________ ~ c . List work type here or space~-~=---,,----~~ d. List work fy_Re here or S_R_a_ce _____________________ ~~-~~ e . List work !Ype here or SR_a_c_e ________________________ ~ f . List wo rk !Y..P.e here or se_a_ce ________ ~---------------~ h. List work !Yi:>e here or Sl)_a_c_e ________________________ ~ 4. Time of Completion 4 .1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2 .03 of the General Conditions . 4 .2 . Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form , Section 00 41 00 b. Required Bid Bond , Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions . c . Proposal Form , Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e . MWBE Forms (optional at time of bid) f . Prequalification Statement, Section 00 45 12 g . Conflict of Interest Affidavit , Section 00 35 13 *If necessary , CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2 021 2023 Concrete Restoration Contract 2 City Project No . 104179 Copy of 00 41 00 Bid Proposal Workbook 6. Total Bid Amount 00 41 00 BID FORM Page 3 of 3 6.1. Bidder will complete the Work in accordance with the Contract Documents fo r the following bid amount. In the space prov ided below , please enter the total bid amount fo r this project. Only th is figure will be read publicly by the City at the bid opening . 6 .2 . It is understood and agreed by the Bidde r in signing th is proposal that the total bid amount entered below is subject to verificat ion and/o r mod if ication by multiply ing the unit bid prices for each pay item by the respect ive estimated quantities shown in this proposal and then total ing all of the extended amounts . 6 .3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable , otherwise delete delete> delete> delete> 7. Bid Submittal This Bid is sub m itted on Respectfully sub~ By : 6 J (Signatu re) MAQSOOD KHAN (Printed Name ) T itle : PRINCIPAL Company : MAKOU INC . Address : 7100 S. COOPER ST SUITE$15 ARLINGTON ,TX .76001 State of Incorporation : TEXAS Email : makouinc@gmail.com Phone : 817-798-5426 CI TY OF FOR T WORTH 9/1/2022 END OF SECTION STANDAR D CONSTRUCTION SPE CI FICATION DOC UMEN TS Rev ised 9/30/2021 $0 .00 $0 .00 $0 .00 $0.00 by the entity named below . Receipt is acknowledged of the followin Addenda : Addendum No. 1: Addendum No. 2: Addendum No . · Corpo rate Seal : Initial 2023 Co ncrete Restoratio n Contract 2 Ci ty Project No . 104179 Copy of 00 41 00 Bi d Pro posa l Workbook MAKOIJ I NC SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item lnfonnati on Bidlist It em Description No. 1 0135 .0201 Remobilization 2 3471 .0002 Portable Message Sign -- 3 9999 .0000 Remove and Replace 6" Concrete Driveway 4 9999 .0000 Remove and Replace 7" Concrete Pavement HES 5 3123 .0101 Unclassified Excavation 6 3211 .0122 Flex Base , Type A , GR-2 7 3213 .0208 Concrete HES (extra depth) ---- 8 3292 .0100 Sod replacement -9 3291 .0100 Topsoil 10 3213 .0700 Joint Sealant 11 3305 .0108 Mi~cella neous Adjus!ment (Utilities) 12 9999 .0000 Geogrid Tensar (TR IAX 140-475) or Approved equal 13 3217 .2102 REFL Raised Marker TY I-C 14 3217 .2103 REFL Raised Marker TY II-A-A 15 3217 .0002 8" White Solid Thermoplastic Lane Line 16 3441.1301 Loop Detector Cable Sawcu t 17 3441 .1302 14 AWG Loop Detect Cable --- 18 3217 .0001 4" Double Solid Thermoplastic (HAS) Center Lane Line 19 3217 0401 18" SLD Pvmt Marking HAE 20 3217 .050124" SLD Pvmt Marking HAE 21 3217 .1001 Lane Legend RR 22 3217 .1002 ~ne Legend A!row 23 3213 .0501 Remove and Replace Barrier Free Ramp , Type P-1 /P-2 24 3213 ,0501 Remove and Replace Barrier Free Ramp , Type R-1 25 9999 .0000 Remove and Replace 4" Sidewa lk -- 26 3305 .0106 Manhole Adjustment 27 3217 .5001 Curb Address Painting 28 9999 .0096 Construction Allowance C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 Specificat ion Sectjon No . 01 70 00 34 71 13 02 41 13/ 32 13 20 02 41 15/ 32 13 13 31 23 16 32 11 23 32 13 13 32 92 13 32 91 19 - 32 13 73 33 05 14 - 99 99 00 32 17 23 32 17 23 32 17 23 34 41 10 34 41 10 32 17 23 32 17 23 32 17 23 32 17 23 32 17 23 02 41 13/ 32 13 20 02 41 13/ 32 13 20 02 41 13/ 32 13 20 -33 05 14 32 17 25 Unit of Mea sure EA WK SF SY CY CY CY SY CY LF LS SY EA EA LF LF LF LF LF LF EA EA EA EA SF EA EA EA 00 4243 BID PROPOSAL Page I of2 Bidder's Application Bidder's Proposal Bid Unit Price Bid Value Quantity 1 $500000 $500 .0Q 25 $500 .Q_0 $12 ,500 .00 4500 $13 .00 $58 ,500 .00 10500 $100 .00 $1 ,050 ,000 .00 250 $30 .00 $7 ,500 .00 350 $65 .00 $22 ,750 .00 100 $200 .00 $20 ,000 .00 2000 $10 .00 $20 ,000 .00_ 120 $40 .00 $4 ,800 .0Q 3500 $5 .00 $17 ,500 .00 1 $10,000 . .QSJ $10 ,000 .00 1500 $5 .00 $7 ,500 .00 150 $7 .00 $1 ,050 .00 150 $7 .00 $1 ,050 .00 150 $10 .00 $1 ,500 Q0 100 $30 .00 $3 ,000 .00 100 $15 .00 $1 ,500 .00 4780 $10 .00 $47 ,800 .00 200 $15 .00 $3 ,000 .0Q 200 $18 .00 $3,600 .00 2 $1 ,000 .00 $2 ,000 .00 2 $1 ,000 .00 $2 ,000 .00 17 $2 ,700 .00 $45 ,900 .00 11 $3 ,000 .00 $33 ,000 .00 2750 $11 .00 $30 ,250 .00 20 $500 .00 $10 ,000 .0Q 30 $75 .00 $2 ,250 .00 1 $30 ,000 .00 $30 ,000 .00 Total Bid $1 ,449,450 .00 Copy of 00 41 00 Bid Proposal Workbook MA KOU I NC UNIT PRICE BID Bidlist Item! No . Description CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUMENT S Revised 9/30/2021 SECTION 00 42 43 PROPOSAL FORM Project Item lnformation I . . . I Un it of I Spec1ficat1on Sectmn No . M easure 00 42 43 BID PROPOSAL Pagt 2 of2 Bidder's Application Bidder's Proposal Bid Uni t Price I Bid Value Quantity Copy or oo 41 00 Bid Proposal Workbook SECT ION 00 43 IJ 3 ) ao"o ,,a:,,. Makou, Inc . i<C O-•n J S 9 c:ec· '·"•" ,.•c Oklahoma Surety Company , ""J)Orar• '"'"'Y :;1.:1y a...:;r.:.riH:-: :o 10: J 'i n~,;s :n ::-,; :,;w: ,;f T!?.•.li. ;,nc,.vr. as ·s,.:rel,' --:-?r ein. r.:: M l<J anc :-irrruy ::Ou!')(! 1.:f'l:o ,r.e <:1r1 ct Fir. 'Acr..M. a mun:: :::!C ;.cr:cra110 .i.crea;~c .:1 .. nL1ar.1 :o !::~ .a ws or Te,a1 .,~c wn as ":,iy'" r:1."<~1r. ;r. 1,-.e ;,erial \1..rr ~/ !lve percent (5 1k) c E idder's ma xim um bid price ir tcr-~fu, ,"r.one'I ol :h-! Ln :ed S:a:➔s lo-=~ ;a11J in i='or. wor.-:- r o:r an ; Cc'.;r.tf Te )fa s 'o 11·,e oa,c.e:-,1 of which -.ur.1 ,ve~ an •.J tn..:1 1• to ::e m:1-;e . ·11~ :><~Cl ::ur.;~l,!s cur neirs e.(~ut011 a::m,r. s;r~:c,~ \1~CC1;?'i c ; a"d 3ssic;ns 10.r!l1 a:,"'O se·,ar3tt-1 r.~~'f j-; ll'lese l)(e~e -1~ WHEREA S ; ·e :inn-:1::a l r,ai; s1,.orr1i1e C a titc :,r p;.oocsal :o :>erlcrm W--:.,t...._ fo r It:~ fc. .. Jcw1 -q or o1e:· c0 \ ,;Mt~ a:s. 2023 Cor-c:ete Res:or '!ticn C•m lfl et .i 0 NOW . TH R::FORE , ln6! :or.on.01 oi ti'u::; ool;g3i.On •S >i.;ch !Ji a , tf I e C1:y st1 ;,ll a-.... ;nc 1-e Gon1nc1 ~:., !I .~ '< 1 e JC r1 ~tOjeG ~ :c It:~ ::i,. ncical ,1nd :he ?nr.cio al shlli i;at s~, a11 ,e-zu remem; ar.d ..:oo.'.!it,o:is ,-9c:;1,;ir':!d f :r .ra ~.c ecut :n ~, 1-ie Co ,--:tra c: ard .,,11 • .i en1er into tr.8 C~1tac11n •Nr:1.:r.g ·M tn ::ie G ry n acco ,i:!a nce ·4i;f1 tr.c te:rr,s ,;f s•..:c-i dm ,? ti e: 1n1; :,o~t;J bc r; sh all ce 3nc: :~::or.,~ .... v'I a1d void !! flo-,v-1 ver :na Pnr"ciCal fa tl:!. ::') ~•er.u:t sun C-~"l.tJc1 :r. ,1:cco, la >t:e ·.-.i:.1 IM ter.-r s ,r S.Jtr;.!! ~: ta ,is to sa,1 sr-, al 1e::w~mAf':1s ard co~1tons t i!":un:to io~ :t-c !I -?c•~; or. ;I tr:-:-: .nu te ·n•=; oor.o 1~.J I teco-ne ;r.e p·r;peny =:,t al ~ C,t, -...•lfY."ut re001..r~c cf tne ?;in.:.1ca1 rf nC:Jc,; 5t.:re:·., r.01 :o e.,:e,s,j ·e :::Yi !!t1 t-:et~Jf. :?r,.:: ~:-o-l11 ::ti us~ 10 ecmo~r.sa:e •:11r t0< ire a:tterer-e oo~.\OJe n :,r,r,..:,oars ·c::fl :,i.: ~rn u:: anc U-,e ::c<t .>e fe •:'!,1 O,j,:.~rs 1o ·a1 !:-C ar.:r.,.r.· PROVtOEO -=L R THER. :rut ,I 3r.y 1e--;a1 a:hXJ oe : ea ~nu •, 2 :Jrd ·,~oce sna I 1<? n r aran •::n.,-1 ·, • •~ •,'.h :.• 1r e ' ~ 1'"'1 :;•, ~ ') str c: Co.;vi : f0· :r.~ :11),:r ..:;m 01 s :r ct o: f ei.t~ =crt /,or-,· :::,•,1~ier -:?.....: • _: '7/,d__ :.r 1::'} ~-~---- ,'.,:{'.~,;, .Js :o .J n,i:,:c1 1 ' Angie Astran , Cli ent Manager PR ·.c ~~L Makou, Inc . BY 7100 S. Cooper#15 ..Actingion:JX._7oO]~ __ --- ~~:l~ft;1~~urety ?_om~~~- "'l:fttVfJ//7l-"f --... . . --- :-,;r .11•~f"! ·---·· · - Brent M. Blonigan, Attorney-in-Fact •,.11-.<f .l' t l [t u . - 1437 South Boulder , Suite 200 TUlsa,OK-7"4119 -----:-_ Co t,o,-on e ·,,.,-c,• 9 18-587-7221 ·t-.e ;-? I s,g-:-ec o=, 11 zyo hcet ol :ne S\.cet1 r.,ompa;"ly, tr-~,e mu.sl 09 :i r. :ill! J :cr.11£d :!'(:·act 'rorn , ... e o·, '.t.~\ snc,.,\r.:g ·r.a: I 1s 01.nor has Julhcn:.y ~o Sign s1..cn 001,~11on it Sue! 1;, pnyir.:dl a·;ar~ss s :!ltfercn: :rem its maifir.q 1dc C!:;: co:n n-u~: t>-'!' t)r>•JtdeJ n-~ :Jat e c:rf lhe ocna s-:a1 "0: -;e :;no: 10 .,...~ 1'!a·~ tte C;)f1trac1 ., a.va•~-: ·,;, r:~ •:II: .•,:~•- ;-••-c ~f'li:o :.~-~~ -'lll,r. •.::• '!.•~J .. "r.: ,, •.;:, .CC:!., .i.,.,.,,J 'l :C✓-"':'=.· X•)·? ,,osc,,u ~11'' r ;J c:-.e,.,-. ~boir, C«l'7a::1 _ C...-.~1•~•0,,.t "'Q .. -'('if ?:l,o~., .. ~ ..... OKLAHOMA SURETY COMPANY 1437 South Boulder, Suite 200, Tulsa, Oklahoma 74119 · Ph: 918-587-7221 · Fax: 918-588-1296 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS : That the Oklahoma Surety Company, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below , each individually if more than one is named, its true and lawful attorney-in-fact, for it and in its name , place and stead to execute on behalf of the sa id Company , as surety , any and all bonds , undertakings and contracts of suretyship , or other written obligations in the natu re thereof. Brent M . Blonigan , Raul F . Campa , Rob Dreiling , Debbie Palmer, Kara Pierce , all of RICHARDSON , TX . IN WITNESS WHEREOF , the Oklahoma Surety Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 20 day of September, 2021. OKLAHOMA SURETY COMPANY ATTEST : 1J Jt. Lu.-LUui{_~ Sharon Hackl , Assistant Secretary Todd Bazata .Vice President On this 20 day of September, 2021 before me personally appeared Todd Bazata , to me known, being duly sworn , deposes and says thats/he resides in Broke n Arrow , Oklahoma , thats/he is a Vice President of Oklahoma Surety Company, the company described in and which executed the above instrument; that s/he knows the seal of the said Company ; that the sea l affixed to the said instrumen t is such corporate seal ; that it was so affixed by authority of her/his office unde r the By-Laws of sa id Company , and thats/he signed his name thereto by like authority . STATE OF OKLAHOMA COUNTY OF TULSA Not1.1y Public State of Oklahoma JULIE CALLAHAN TULSA COUNTY COMU IStlON t t I00lffl Co.nm . Ell . ~-2023 Comm ission# _1_1_0_08_2_5_3 _______ _ My Commission Exp ires : _0_9_-0_8_-_2_3 ________ _ Julie Callahan , Notary Public Th is Power of Attorney is granted by authority of the fo ll owing resolutions adopted by the Board of Di rectors of Oklahoma Surety Company by unan imous written consent dated September 25 , 2009 . RESOLVED : That the Presiden t, the Executive Vice President, the several Senior Vice Pr esidents and Vice Pres iden ts or any one of them , be and hereby is auth orized , from time to time , to appoint one or more Attorneys -in-Fact to execute on behalf of the Company , as surety , any and all bonds , undertakings and contracts of suretyship, or other written obligations in the nature thereof; to prescribe the ir res pe ctive duties and the respective lim its of their authority ; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of th e aforesa id officers and any Secretary or Assistant Secretary of the Company may be affixed by facs imile to any power of attorney or certificate of either given for the execution of any bond , undertaking , contract of suretyship , or other written obligation in the nature thereof, su ch signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the origina l seal of the Company, to be val id and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, Sharon Hackl , Assistant Secretary of Oklahoma Surety Company , do here by cert ify that the foregoi ng Power of Attorney and the Resolutio ns of the Board of Di rectors of Septemb er 25, 2009 have not been revoked and are now in full force and effect. u-£ea Signed and sealed this L day of ~~ 1)/_t. c.u.-Ll/,.,d,{_- sharon Hackl , Assistant Secretary I 1, \ MID-CONTINENT GROUP Surety Bond Seal Addendum Mid-Continent Casualty I Oklahoma Surety Oklahoma Surety Company During the COVID-19 pandemic, the use of traditional raised corporate seals has been made impractical due to government stay-at-home orders and social distancing guidelines . As a result, Oklahoma Surety Company has authorized its Attorneys-in-Fact to affix Oklahoma Surety Company's corporate seal to any bond or related instruments executed on behalf of Oklahoma Surety Company by any such Attorney-in-Fact by attaching this Addendum to said bond or related instrument. To the extent this Addendum is attached to a bond or related instrument that is executed on behalf of Oklahoma Surety Company by its Attorney-in-Fact, Oklahoma Surety Company agrees that the seal below shall be deemed affixed to said bond or related instrument to the same extent as if its raised corporate seal were physically affixed to the face of the bond or related instrument . Dated this p t day of April, 2020 Todd Bazata Vice President TXcimendsmt07 MID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY STA TE OF TEXAS CLAIM NOTICE ENDORSEMENT In accordance with Section 2253 .021 (f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice of claim to the named surety under this bond(s) should be sent to: Mailing: Physical: MID-CONTINENT CASUALTY COMPAl~Y OKLAHOMA SURETY COMPANY P.O . BOX 1409 TULSA, OK 74101 TELEPHONE NO. l-800-722-4994 FAX NO . l -918-5 86-0840 E-MAIL : CLAIMS @~1CG-INS .COM 1437 S. BOULDER SUITE 200 TTfl .SA . nKLAH0~1A7.1119 ATTACH THIS NOTICE TO YOUR BOND UPON EXECUTION OF THE BOND SECTION 00 43 37 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders . This law provides that , in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction , improvements , supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located . The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications . The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B . A. Nonresident bidders in the State of State Here or Blank , our principal place of business , are required to be % Here percent lower than resident bidders by State Law . A copy of the statute is attached . Nonresident bidders in the State of State Here or Blank , our principal place of business , are not required to underbid resident bidders. 8 . The principal place of business of our company or our parent company or majority owner is in the State of Texas . 0 BIDDER: MAKOU INC . 7100 S . COOPER ST SUITE$ 15 ARLINGTON , TX.76001 CITY OF FORT WORTH END OF SECTION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 By : MAQSOOD KHAN Title : PRINCIPAL Date : 9/1/2022 ----------- 2023 Concrete Restoration Contract 2 City Project No . 104179 Cop y of 00 4 1 00 Bid Proposa l Workboo k 0 I l • . , , n. J f r 'I SECTION 00 45 12 PREQUALIFICATION STATEMENT 00 45 12 PREQUALI F ICATION STATEMENT Pag e 1 of 1 Each Bidder for a City procurement is required to complete the informatio n below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type (s) listed . Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date List work type here or space Company Name Here or space Date Here or space List work type here or space Company Na me Here or space Date Here or space List work type here or space Company Name Here or space Date Here or space List work type here or space Company Name Here or space Date Here or space List work type here or space Company Name Here or space Date Here or space List work type here or space Company Name Here or space Date Here or space List work type here or space Company Name Here or space Date Here or space Lis t work type here or space Compa ny N ame Here or space Date Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequal ified for the work types listed . BIDDER: MAKOU INC . 7100 S . COOPER ST SUITE$15 ARLINGTON ,TX .76001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS Revised 09/30 /2021 By : MAQSOOD KHAN ~ Title : PRINC IPAL Date : END OF SECTION 2023 Concrete Restoration Contract 2 City P roject No . 104 179 Copy of 00 41 00 Bid Proposal Workboo k 00 45 26 -I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATTON LAW Page I of I I SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406 .096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees emp loyed on City 5 Project No. 104179. Contractor further certifies that, pursuant to Texas Labor Code , Section 6 406 .096(b ), as amended , it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: IO 11 12 13 14 15 16 17 I 8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Company -1 r cr-p 5 ' Lonfl~ _5,-.JI IS" Address City/State/Zip THE ST ATE OF TEXAS COUNTY OF TARRANT § § By: __ YJl/i_~_$_~---=-----'-Pf-----'-.t:).,;.._,v...::...,__ __ (Please Print) Signature: -"""~--k-2,:c..,.__ ...... ~c.,__ ____ _ Title: ftJ1v c I PIJ-L, --------==---------(Please Print) BEFORE ME ~ th e undersigped authority , on this day personally appeared MA. i9. $tn9 b l~~p , known to me to be the person whose name is subscri bed to the foregoing instrument, and acknowledged to me that he /she executed the same as the act and deed of fYI Atu> 4 -r::.,...s e,_. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this :[ day of Oa CWI her , 2011. -~-- N ary Public in and for the State of Texas END OF SECTION ,,111111 ,, SPENCER WILLIAM MANN ,, "r-,'< P(J I~ $~;*······:9<;~ Nota ry Pub li c. State of Texas ~<:• • n--%~5., )H Com m . Expi re s 06-05-2 024 -;,;;/i'or-\'1/ Notary ID 13 2509052 111110'' 1f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 2023 Concrete Restoration Contract 2 C ity Proj ect No . I 04179 ,I, 'I ·I ;}'' { I, ,, I '· '· 1· ' ··JL j • .., ,. r, J ,,, . ,L 2 3 APPLICATION OF POLICY SECTION 00 45 40 Business Equity Goal 00 4 5 40 -I Business Equity Goal Page I of2 4 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 6 (M/WBEs). 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity IO Firms when applicable, in the procurement of all goods and services. All requirements and regulations 11 stated in the City's Business Equity Ordinance No.25165-10-2021 , (replacing Ordinance No. 24534-11- 12 2020 (codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 ) apply to 13 this bid. 14 15 BUSINESS EQUITY PROJECT GOAL 16 The City's Business Equity goal on this project is 21 % of the total bid value of the contract (Base bid 17 applies to Parks and Co mmunity Services). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applied , offerors are required to comply with the City's 21 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 22 ordinance through one of the following methods: 1. Commercially useful services performed by a 23 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination 24 of Business Equity prime services and Business Equity subcontracting participation, 4. Business 25 Equity Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. 26 Prime contractor Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 Applicable documents (listed below) must be received by th e Purchas in g Di v is ion , OR the offeror shall 30 EMAIL the Business E quity documentation to th e assigned City of Fort Worth Project Manager or 3 1 D e partment Designee. Documents are to be received no later than 2:00 p.m., on the third City 32 business day after the bid opening date, exclusive of the bid opening date . 33 34 The Offeror must submit one or more of the following docum e nt s: 35 I. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 36 2. Good Faith Effort Form and Utilization Form , including supporting documentation , if 37 participation is less than stated goal, or no Business E quity participation is accomplished; 38 3. Prime Contractor Waiver Form, including supporting documentation , if the Offeror will perform 39 all s ubcontracting/s upplier opportunities; or 40 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 41 Protege participation . 42 43 These forms can be found at: 44 Business Equity Utilization Form and Letter of lntent 45 https ://apps .fortworthtex as.gov/ProjectResources/ResourcesP/60 -MWBE/Business Equity Utilization 46 Form DVIN 2022 220324.pdf 47 48 Letter of lntent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUM ENTS Revised October 27, 202 1 2023 Concrete Restoration Contract 2 C ity Project No. I 04 179 00 45 40 -2 B us in ess Equi ty Goal https://a pps.fortworthtexas.gov/ProjectResources/ResourcesP/60 -MWBE/Letter of Intent DVIN 2021.pdf Bu s in ess E qui ty Good Faith E ffort Form https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 -MWBE/Good Faith Effort Form DVIN 2022.pdf Page 2 of2 2 3 4 5 6 7 8 9 10 11 Bu s in ess Equity Prim e Contractor Wai ver Form https://apps .fortworthtexas.gov /ProjectResources/ResourcesP/60 -MWBE/MWBE Prime Contractor Waiver-220313.pdf 12 Bu s ine ss E quity Joint Ve nt ure Form 13 https://apps .fortworthtexas.gov/ProjectResources/ResourcesP/60 -MWBE/MWBE Joint 14 Venture 220225.pdf 15 16 17 FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL 18 RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON-RESPONSIVE AND THE BID 19 REJECTED. 20 2 1 22 FAILlJRE TO SUBMIT THE REQUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE 23 COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- 24 RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS 2 5 AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. 26 27 For Questions, Please Contact The Business Equity Division of the Department of Diversity and 28 Inclusion at (817) 392-2674. 2 9 END OF SECTION 3 0 C ITY OF FORT WO RT H STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Rev ise d Octo be r 27, 202 1 2023 Con crete Restorati on Contract 2 C ity Proj ect No. I 04 179 SECTION 00 52 43 AGREEMENT 00 52 43 -I Agreem ent Pa ge I of6 THIS AGREEMENT, authorized on 11/29/2 022 , is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and Makou Inc. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth , agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally de sc ribed as follows: 2023 CONCRETE RESTORATION CONTRACT 2 CITY PROJECT NUMBER 1041 79 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds , of ONE MILLION FOUR HUNDRED FORTY-NINE THOUSAND, FOUR HUNDRED FIFTY AND 00/100 Dollars ($1,449,450.00). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 180 days after the date when the Contract Time commences to run , as provided in Paragraph 2.02 of the General Conditions , plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones , if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) s pecified in Paragraph 4.1 above. The Contractor also recognizes the delays , expense and difficulties involved in proving in a legal proceeding, the actual loss s uffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Fifty and 00/100 Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City iss ues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A .The Contract Documents which comprise the e ntire agreement between City and Contractor concerning the Work consist of the following: C ITY OF FORT WORTH STANDARD CONSTR UCT ION SPECIF ICATION DOCUMENTS Rev ise d 8/22 /2022 2023 Con cre te Restorat io n Co ntract 2 C ity Project No I 04 179 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 00 52 43 -2 Ag reement Page 2 of 6 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (proj ec t specific) b . Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker 's Compensation Affidavit 1. MBE and /or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions . 5 . Specifications specifically made a part of the Contract Documents by attachment or, if not attached , as incorporated by reference and described in the Table of Contents of the Project's Contract Documents . 6 . Drawings. 7 . Addenda. 8. Documentation submitted by Contractor prior to Notice of Award . 9. The following which may be delivered or issued after the Effective Date of the Agreement and , if issued , become an incorporated part of the Contract Documents : a . Notice to Proceed . b . Field Orders. c. Change Orders . d . Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. C ITY OF FO RT WO RTH ST AN OARD CONSTRUC TI ON SP EC IFI CATI ON DOCUMENT S Revi sed 8/22/20 22 20 23 Concrete Res toration Contrac t 2 C ity Proj ec t No l04 179 00 52 43 -3 Agreement Page 3 of6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7 .2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional , void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7 .5 Governing Law and Venue . This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non-appropriation of Funds. In the event no funds or insufficient fund s are appropriated by City in any fiscal period for any pay ments due hereunder, City will notify Vendor of such occurrence and thi s Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portion s of th e payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUM ENTS Revised 8/22 /2022 2023 Concrete Restoration Contract 2 C ity Proj ect No 104 179 7.8 Prohibition On Contracts With Companies Boycotting Israel. 00 52 43 -4 Agreement Page 4 of6 Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time-employees and the contract value is $100,000 or more , the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel ; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel " and "company" shall have the meanings ascribed to tho se terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting E nergy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code-(as added by Acts 2021 , 87th Leg., R.S., S.B. 13 , § 2), the City is prohibited from entering into a contract for goo ds or se rvice s that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-tim e e mployees) unl ess the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those term s by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S ., S.B . 13 , § 2). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written ve.-ification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7 .10 Prohibition on Discrimination Against Firearm and Ammunition Industries . Co ntractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021 , 87th Leg., R.S., S.B. 19 , § 1), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partl y from public funds of the City, with a company (with l O or more full-time employees) unle ss th e contract contains a written verification from the company that it: (l) doe s not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "di sc riminate ," "firearm entity" and "firearm trade association " have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg ., R.S ., S.B. 19 , § 1 ). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICAT ION DOCUMENTS Revised 8/22/2022 2023 Concrete Re storat io n Contract 2 C ity Project No 104179 7.11 Immigration Nationality Act. 00 52 43 - 5 Agreement Page 5 of6 Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF TIDS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7 .12 No Third-Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third-party beneficiaries . 7 .13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties , shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with , or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties , and responsibilities, including, but not limited to, all construction methods , means, techniques, sequences, and procedures neces sary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFI CATION DOCUMEN TS Revised 8/22 /2022 2023 Conc rete Restoration Contract 2 City Project No I 04179 00 52 43 -6 Agreement Page 6 of6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: MA.4<!00D KHAN MAQSOOO KHAN (Dec 8, 202214 :55 CST) Signature MAQSOOD KHAN (Printed Name) PRINCIPAL Title 7100 S. COOPER ST #15 Address ARLINGTON TX. 76001 City/State/Zip Dec 8, 2022 Date CITY OF FORT WORTH City of Fort Worth By: William Johnson Assistant City Manager Date Attest: J ann ette s. uooda ll Jannette S. Goodall (Jan 9, 2023 16:51 CST) Jan 9, 2023 Jannette Goodall , City Secretary (Seal) M&C: 22-0983 Date: 11/29/2022 Form 1295 No.: 2022-929631 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Iretomiwa Otuyelu Project Manager Approved as to Form and Legality: -o-i?. Douglas W. Black Sr . Assistant City Attorney APPROVAL RECOMMENDED: X-,2,.. Lauren Prieur (Jan 9, 2023 08:06 CST} Lauren Prieur, Interim Director, Transportation & Public Works Department STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 8/22/2022 2023 Concrete Restoration Contract 2 City Project No 104179 THE STATE OF TEXAS SECTION 00 61 13 PERFORMANCE BOND Bond No . 1024228 0061 13 -1 PER FORMANCE BOND Page I of2 I 2 3 4 5 6 § § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT 7 That we, _M_a_ko_u~,_l_nc_. ___________________ ~ known as 8 "Principal" herein and Oklahoma Surety Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as to "Surety" herein (whether one or more), are held and firml y bound unto the City of Fort Worth, a I I municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 sum of, One MiU ion, Four Hundred Forty-Six Thousand , Four Hu ndred Fifty and 00/100 Dollars 13 ($ 1,446,450.00 ), lawful money of the United States, to be paid in Fort Worth. 14 Tarrant County, Texas for the payment of which sum well and trnly to be made, we bind 15 ourselves, our heirs , executors, administrators, successors and assigns , jointly and severally, 16 firmly by these presents . 17 WHEREAS, the Principal has entered into a ce1tain written contract with the City 18 awarded the _Ej__ day of ""D::fc._. , 20 '2--"'Vwhich Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set fo1th herein, to fmnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work , including any Change 21 Orders, as provided for in said Contract designated as 2023 CONCRETE RESTORATIO 22 CONTRACT 2, City Project No 104179 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 2 7 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void , otherwise to remain in full force and effect. 2 9 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 I Worth Division. CITY OF FORT WORTH STANDARD CONSTRUC110N SPECIFICATION DOCUMENTS Revised July I . 201 I 2023 Com.:rete Restoration Contract 2 City Project No . I 0-1 179 t ,, ' ! , ' ,J q ' , .... ! 'ti l . I ,, ? I I ; · 1 I'· '' • I ·, ., It i, '! ii f I 'l ..,, i, • i j ,. ,. ' I '·) ,. f f I H 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 006113 -l PERFORMANCE BOND Page 2 or 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all li a bi lities on this bond shall be determined in accordance with the provisions of said statue . IN W I TNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the o0 day of D6 & ----~ 20 Z."Y"_ ATTEST : ~~ (Principal) Secretary Witness as to Principal PRINCIPAL : Makou Inc. BYO~~ ~~ ~ ff.,,-1cc'1Dl.- Name and Title Address : 7100 S Cooper St.. #15 Arlington TX 76001 SURETY: Oklahoma Surety Company BY~&~- Brent M. Blon igan. Attorney-i n-Fact Name and Title Address: 1437 South Boulder. Suite 200 Tulsa OK 74119 Telephone Number: 918-587-7221 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided . The date of the bond shall not be prior to the date the Contract is awarded . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION IXX:UMENTS Revised Ju ly 1, 20 I I 2023 Concrete Restorntion Contract 2 City Project No. l 0-1179 2 3 4 THE STATE OF TEXAS SECTION 00 6114 PAYMENT BOND Bond No . 1024 228 0061 14 -I PAYMENT BOND Page I of 2 5 § § § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT 7 That we, __ M_a_k_o _u,_l_nc_. __________________ , known as 8 "Principal" herein, and _O_k_l_ah_o_m_a_S_u_re_ty=--C_o_m-'-p_a_n.:...y ______________ __, a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and fumly bo1md unto the City of Fort Wotth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the penal SUm Of One Million, Four Hundred Forty-Six Thousand , Four Hundred Fifty and 00/100 Dollars 13 ($ 1,446 ,450 .00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs. executors, administrators, successors and assigns , jointly and severally, finnly by these 16 presents : 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the I 8 O 8 day of VtC.. 20 z::J/ which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set fo11h herein. to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as 2023 CONCRETE RESTORI\TION CONTRACT 2 , City 22 Project No 104179. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code. as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; othe1wise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on th.is bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION D<XUMENTS Revised July I , 201 1 2023 Com:relc Restoration Contract 2 City Project No. I 0-1 I 79 ' I i, I ,·! ' I , IJ : ,, lJ ,. I I l ' 1, n ,: J. '! l ' 11 !_}\JI ,; .,-I/ Ii ) ,. il I, 1",;, ,• , ( 1, ,, I I it l I > ' ' , I' .. , tr t1,Ji •, L .l If " 1 tr L I• I' !l l f d t :1 • -' l I> ' I ' 2 3 4 5 0061 14 -'.! PAYMENT BOND Page 2 of 2 IN W ITNESS WHER EO F, the Principal and Surety have each SIGNED and SEALED this instrument by d uly authorized agents and officers on this the O '£ day of ~ec ,20~. ATTEST : (Principal) Secretary Witness as to Principal ATTEST : (Surety) Secretary Angie Astran , Client Manager PRINCIPAL: Makou Inc . BY:S~ Mi\-8. ~~ ~ f(liNC,,{/)t:}-L- Name and Title Address : 7100 S . Cooper St., #15 Ar lington . TX 76001 S URETY : Oklahoma Surety Company BY:~Ji~J 1gnature -✓ Brent M. Blonigan , Attorney-i n-Fact Name and Title Address : 1437 South Boulde r, Suite 200 Tulsa OK 74119 Telephone Number: 918-587 -722 1 6 Note : If signed by an officer of the Surety, there must be on file a certified extract from the 7 by laws showing that this person has authority to sign such obligation. If Surety 's physical 8 address is different from its mailing address , both must be provided . 9 I o The date of the bond shall not be prior to the date the Contract is awarded . 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTR UCnON SPEClFICATION DOCUMENTS Rev ised July 1, 20 11 2023 Concrete Restoration Conlrac t 2 City Project No. 104 179 , I l' ., . I ' i • u I , ' ff 1 I 11 ,. I I ! ' I I ,I, I' ', I 1,1 ,, I' (' . t ' . ' j ,, ----- • I THE STATE OF TEXAS SECTION 00 61 19 MAINTENANCE BOND Bond No. 1024228 0061 19 -1 MAINTENANCE BOND Page I oD l 2 3 4 5 6 7 § § § KNOW ALL BY THESE PRESENTS: 8 COUNTY OF TARRANT That we Makou, Inc. "Principal'' herein and Oklahoma Surety Company known as , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more). are held and firml y bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of O ne Million , Four Hundred Forty-S ix Thousand , Four Hundred Fifty and 00/100 Dollars 13 ($ 1,446,450.00 ), lawfuJ money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves , our heirs, executors, administrators, successors and assigns, jointly l 6 and severally, firmly by these presents . 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the _.d}_ day of ) f:t , 20 2-JV which Contract is hereby 2 0 refeJTed to and a made part hereof for all purposes as if fully set forth herein , to furnish all 2 1 materials, equipment labor and other accessories as defined by law, in the prosecution of the 2 2 Work, including any Work resulting from a duly authorized Change Order (collectiv ely herein, 23 the "Work") a s provided for in said contract and designated as 2023 CONCRETE 24 RESTORATION CONTRACT 2, C ity Project No 104179 ; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 2 8 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 3 3 Period . 34 CITY OF FORT WORTH STANDARD CONSTR UC'llON SPECIFICATION DOCUMENTS Revised July I , 201 I 2023 Com:n:lc Reslornlion Contract 2 City Pmjecl No. I 04179 n ' • I ,,; It} i • ,I ff 1,./ I .• • 1 1 1 1 • l, i' Ii .t !, ,/ L'' H J ,I I ' l 'Lt I r ,f, ·, lf.1 ' ,.. l I ,r_r rt ir; 1' I. ' . .1i.;. I i.: i; t ,,. 'I • i ,, 'I t -i, l' I I If .,. I , 0061 19 -:! MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, th e condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void ; othe1wise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this l\[aintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the U nited States District Court for the N orthern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches . 17 18 19 CITY OF FORT WORTH STANDARD CONSTR UCTION SPECIFICATION rxx:UMENTS Re,.,;sed Ju ly I , 201 1 2023 Concrete Rt.-storation Contract 2 City Project No . 10-1 I 79 0061 19-3 MAINTENANCEBOND Page3 oD IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the OP day of 1)fc.,. 3 ______ _,2~. 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 ATTEST : ~7~ (Principal) Secretary Witness as to Principal 29 ATTEST : 30 31 32 33 34 PRINCIPAL: Makou Inc. BY~ :;:. 1/J~&) ~ Name and Title Address: 7100 S. Cooper St., #15 Arlington. IX 76001 SURETY: Oklahoma Su rety Company BY ~~ Signature Brent M. Blonigan. Attor Name and Title Address: 1437 South Boulder, Suite 200 Tulsa OK 74119 35 Witnes to Surety Telephone Number: 9 1 8-587-7221 36 Angie Astran , Client Manager 37 *Note : If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by -laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address , both must be provided . 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 20 11 2023 Com:rele R~-sloration Contra.:12 City Project No. I 04179 C .! .:, < t' OKSrdr OKLAHOMA SURETY COMPANY City of Fort Worth TPW 200 Texas Street Fort Worth, TX 76102 RIDER TO BE A TT ACHED TO AND FORM PART OF BOND NO. 1024228 issued by Oklahoma Surety Company of Tulsa, Oklahoma. In favor of: On behalf of: Dated: City of Fort Worth Makou , Inc. In consideration of the premium charged for th e attached bond, it is hereby agreed that the Bond is amended as follows: This rider is to hereby amend the bond amount on the Performance Bond, Payment Bond, and Maintenance Bond forms to read: $1,449 ,450.00 in lieu of$1,446,450.00. The bond shall be subject to all its agreements, limitations and conditions except herein expressly modified. This rider sha ll become effective as of Signed, sealed and dated January 25, 2023 OKLAHOMA SURETY COMPANY BY:........,£.L-\_......C-:-'!<...-..---=-~,___ ______ =--- Brent M . Blonigan -in-Fact P.O. BOX 1409 TULSA, OKLAHOMA 74101-1409 918-587-72211-800-722-4994 FAX: 918-588-1296 Copy ..... -'\ . . -. -:::.. '-. -·. ----· .. ~· "'> :..:..·:::-: ·- OKLAHOMA SURE TY C OMPANY 1437 South Boulder, Suite 200 , Tulsa , Oklahoma 74119 · Ph : 918-587-7221 · Fax : 918-588 -1296 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS : That the Okla homa Surety Company a co rporatio n orga nized a nd ex istin g un de r a nd by wt e of th e law s of th e State of Oh io , does hereb y no minate. co nstitute and appoint th e pe r so n or pe rso ns named be low . eac h individually if more th an one is named , it s tru e and law ful altcrney-in-fact , for It and in its name . place and stea d lo execute o n be half of th e sa id Compa ny . as surely , any a nd all bon ds un dert akings and co ntr ac ts of s ur ety shi p, or other written ob ligati o ns in th e na tur e th ereof B r e nt M . B lonigan , Ra ul F . Campa , R ob Dre iling , Debbie Palmer, Kara P ierc e , a ll o f RICHARDSON , TX . IN WIT NESS WH EREOF , th e Okla hom a Surety Company has caused th ese prese nt s to be signed and att es ted by ,t s appropriate offic ers a nd it s corp orate se al he re unto affi xed thi s 20 day of September 202 1. OKLAHOMA SURETY COMPANY ATT ES T ~}:( Lt "-( Sharon H ackl , A ssistant Secretary Todd Bazata ,V1ce P resident On this 20 day of Septem ber, 2021 before me personally appeared T o d d B a z ata to me known, being duly sworn , deposes and says thats/he resides in Broken Arrow , Ok lahoma, thats/he is a Vice P resident of Oklahoma Surety Company, th e company described in and which executed the above instrument; that s/he knows the seal of the said Company ; that th e sea l affixed to the sa id instrument is su ch corporate seal , that ii was so affi xed by authority of her/his office unde r the By-Laws of said Company and thats/he signed his name thereto by li ke autho rity STATE OF OKLAHOMA COUNTY OF TULSA " Hour, Publ ic State of Oklehoma JULIE CALLAHAN TULSA COUHTY COMI.OSS IO N 111 008253 Co111m E,g. Cll -04 •2023 Commission # 11008 25 3 ------------- My Comm ission E1 pires _0_9_-0_8_-_2_3 ________ _ Ju l ie C a llahan . N otary P ublic This Power of Attorney 1s granted b/ aulhonty of the following resolutions adopted by t e Board of Directo rs of Oklahoma Surety Compa ny by unan imous written consent dated Sep tember 25 2009 RESOLVED Tha l the Pres ident the Exe cu t1 ,e Vice Pre sident , the several Se nior Vice Presidents and Vice Pres idents or any one of them be and hereby is auth orized from time to time to app oi nt on e or more Attorneys-in-Fact to execute on behalf of the Company as surety any and all bonds undertakings and contracts of sure ty sh1p or oth er wnt1e n obll galions 1n the nature the re of to prescribe their respect ive d ut ie s and the respecti ve limi ts of their aut honty , and to revoke an y such appo intment at any time RESOLV ED FUR THER. That the Co mpan y seal and the signa ture of any of the aforesaid officers and any Se cretary or Ass ista nt Secretary of the Compa n; may be affixed by facsimile to any power of att orn ey or cert ificate of eit her giv en for the execut io n of any bond underta king contract of surelys h1p or ot he r .Nntt en obli gation 1n th e nature thereof such sig nature and sea l wh en so u ed be ,n g hereby adopted by the Company as th e ong 1nal signa tur e of such officer and the or iginal seal of l he Company to be va li d and bind ing upon the Company with the same force and effect a thcugh manually affixed CERTIFICATION Sharon Hackl Assistant Secretary of Oklahoma Surety Company do hereby certify that the foregoing Po"'er of Attorney a nd tr e Res olut ion of the Board of Directors of Se pteirber 25 2009 ha ve not been re,,,oked ard are n N 1n fu ll force and eff ect S h a ron Hackl , Assista nt Secretary Surety Bond Seal Addendum Okla ho m a Su rety Company During the COVID-19 pandem ic, the use of traditional raised corporate seals has been made impractical due to government stay -at-home orders and social distancing guidel i nes . As a result, Oklahoma Surety Company has authorized its Attorneys -in-Fact to affix Oklahoma Surety Company 's corporate seal to any bond or related instruments executed on behalf of Oklahoma Surety Company by any such Attorney-in -Fa ct by attaching this Addendum to sa id bond or related instrument. To th e extent this Addendu m is attached to a bond or related instrument that is executed on behalf of Oklahoma Surety Company by its Attorney -i n -Fact , Oklahoma Surety Company agrees that the seal below shall be deemed affixed to said bo nd or relate d instrument to the same extent as if its raised corporate seal were phys ically affixed to the face of the bond or related instrument. Dated th i s l 'l day of April , 2020 Todd Baza ta Vi ce Pres id e nt l\11D-CO~TINENT CASUALTY COl\tPANY OKLAHOMASURETYCOMPA~~ STATE OF TEXA S CLA DI ~O TI CE E rDOR EME :\T In accordance with ection 2253 .02 I (f) of the Texas Government Code and ecti on 53 .202(6) of the Texas Pr operty Code , any noti ce of claim to the named surety under this bon d(s) houl d be sent to: \!ailing: P h~ ical : i\!ID -C O\'Tl:'\'E01 C A L'ALTY CO '.\!PA\'Y OKL.-\HO:-.L.\ LR ETY O\I P.-\..'\Y P 0 . BOX 1-109 Tl.L A OK 7-1 101 TELEPif 0:{E ~O . 1-8 00 -722-4 99 4 F.-.\ \: ~O 1-91 -5 6-0 -W E-'.\P.l L Cl !\I <J '.\!C G -I\ CO\! l-U7 S BO LLDER Sl'ITE 200 Tl '! .\ ()Kl .\H0\l.\7J \!O ATT AC H T HI . N OTI CE TO YO L R BO:\D U PON EXEC U TION OF THE BO~D OKLAHOMA SURETY COMPAN Y 1437 South Boulder, Suite 200 , Tulsa , Oklahoma 74119 · Ph : 918-587-7221 · Fax : 918-588-1296 POWER OF A HORNEY KNOW ALL MEN BY THESE PRESENTS : Th at th e Oklahoma Surety Company , a corpo ra ti o n orga nized and ex isting und er and by virtu e of th e law s of th e State of Oh io , does hereby nomin ate , co nstitute and ap point th e pe rson or per son s named below , each in divi dually if mo re th an on e is named , its tru e and lawfu l attorn ey-in-fact , for It and in its name . place and stea d to execut e on behalf of th e sa id Company , as surety , any and all bond s. und ert akings and contract s of surety ship , or oth er writt en obli gati o ns in th e nature th ereof Brent M . B lo ni gan , Ra ul F . Campa , R o b D re ili ng , Debbie Pal mer , Ka ra P ie rce , al l o f R ICHARDSON , TX . IN WI TNESS WH EREOF , th e Oklahoma Surety Company has cause d the se pres ent s to be signed and aties ted by it s appropriate offi ce rs and its corporate sea l her eunto affi xe d th is 20 day of September, 202 1. OKLAHOMA SURETY COMPANY ATT ES T: S haron H ackl , A ssi stant S ecretary Todd B a zata .Vice P resident On this 20 day of September, 2021 before me personally appeared Todd B aza ta , to me known , be ing duly sworn, deposes and says thats/he res ides in Broken Arrow , Ok lahoma , thats/h e is a Vice President of Oklahoma Surety Company, the company described in and which executed the above instrument ; that s/he knows the seal of the said Company ; that th e seal affixed to the said inst rument is such corporate seal ; that it was so affixed by authority of her/his office under the By-Laws of said Company , and thats/he signed his name thereto by li ke authority STATE OF OKLAHOMA COUNTY OF TULSA - Not a ry Put>ll c State ot Ok lahoma JULIE CALLAHAN TU LSA COUNTY COMIA JSSIO N 111008253 Comm E~p . 09-08-2023 Commission # 11008253 ------------- My Commission Exp ires _0_9_-0_8_-_2_3 ________ _ Julie Callahan . N o tary P ublic This Power o f Attorn ey 1s granted by authority of the following resolutions adopted by the Bo ard of Directo rs of Oklahoma Su rety Company by unanimous written consent dated September 25 , 2009 RESOLVED . That the Pres ident. the Executi ve Vice Pres ident , the se veral Se nior Vice Presidents and Vice Pres idents or any one of them , be and hereby is authorized , from tim e to time , to appoi nt on e or more Attorn eys-in-Fa ct to execute on behalf of the Company . as surety any and all bonds , undertakings and contract s of suretyship , or other written obligations in the nature thereof to prescribe their respective duties and the respective limits of the ir au thority : and to revoke any such appoi ntment at any time RESOLVED FUR THER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Compan y may be affixed by facs imile to any power of attorney or certifi cate of eit her give n for the execut io n of any bond , undertaking contract of suretyship , or other writt en obligation in the nature thereof such signature and sea l wh en so used being hereb y ad opted by the Company as the original signature of such offic er an d the ori ginal seal of the Company to be vali d and b1nd1ng upon the Company wit h the sa me force and effect as though manuall y affixed CERTIFICATION I, Sharon Hackl Assista n t Secretary of Ok lahoma Su rety Company do hereb y certify tha t the foregoing Power o f Attorney and the Res lut1on s of the Boa rd of Directors of Septe mber 25 . 2009 have not be en re voked and are now in full force and eff ect. Signed and sea led this ___ day of Sha ro n Hackl , Ass is ta nt Secreta ry I,,,\ MID-CONTINENT GROUP Surety Bond Seal Addendum Mid -Continen t Casualty I Okla homa Su rety Oklahoma Surety Company During the COVID-19 pandem ic, the use of traditional raised corporate seals has been made impractical due to government stay -at-home orders and social d istancing guidel i nes . As a result, Oklahoma Surety Company has authorized its Attorneys -in-Fact to affix Oklahoma Surety Company's corporate seal to any bond or related instruments executed on behalf of Oklahoma Surety Company by any such Attorney-in-Fact by attaching this Addendum to said bond or related instrument . To th e extent this Addendum is attached to a bond or related instrument that is executed on behalf of Oklahoma Surety Company by its Attorney-in -Fact, Oklahoma Su r ety Company agrees that the seal below shall be deemed affixed to said bond or related instrument to the same extent as if its raised corporate seal were phys ic ally affixed to the face of the bond or related instrument. Dated th is F day of Apr i l, 2020 Todd Bazata V ic e Pres i dent l\1ID-CO~TINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY STA TE OF TEXAS CL.-\l~I ~OTICE E 'DORSEME:\T In accordance with ection 2253.02 1 (f) of the Tex as Government Code and Section 53 .202(6) of the Texas Pr operty Code, any notice of claim to the named surety und er this bond(s) should be sent to : '.\I ailing: Ph) ica l: 7'.llD-CO\TL\"E.0-1 C.-\ UAL TY C0\1PA:\Y OK.L .-\HO~lA SL:RETY CO '.\1 P . .\.."\Y P.O. BOX 1409 TL.L A OK 7 ➔101 TELEPH0~1E NO . 1-8 00 -722-4994 FAX ~O . 1-91 -5 6-0 -W E-\1.-\I L: CLAI\!Sa \t CG-1\'S CO \! 1-+'7 .BOLLDER SC IT E 200 Tl'!~ ()Kl .\H()\14 7..11 10 ATTAC H THIS NOT ICE TO YO UR BO~D U PON EXECUTION OF THE BOND \ , ,. F I ' ' ... ,.. h· ... . .,, 'f I• ' { ::: ;.!,i-: p .;A CITY OF FORT WORTH STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT STANDARDC0NSTRUCTI0 N SPECIFI CATIO N DOCUMENTS Revision : &'23/202 1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 -Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1. 02 Terminology .................................................................................................................................. 6 Article 2 -Prefuninary Matters ......................................................................................................................... 7 2 .01 Copies of DocUITients .................................................................................................................... 7 2 .0 2 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 Starting the Work .......................................................................................................................... 8 2 .04 Before Starting Construction ........................................................................................................ 8 2 .0 5 Preconstruction Conference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2 .07 Initial Acceptance of Schedules .................................................................................................... 8 Article 3 -Contract DocUITients : Intent, Amending, Reuse ............................................................................ 8 3.01 Intent. ............................................................................................................................................. 8 3.02 Reference Standards ...................................................................................................................... 9 3.0 3 Reporting and Resolving Discrepancies ....................................................................................... 9 3. 04 Amending and Supplementing Contract DocUITients ................................................................. 10 3.05 Reuse ofDocUITients ................................................................................................................... 10 3.0 6 E lectronic Data ............................................................................................................................ 11 Article 4 -Availability of Lands ; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ........................................................................................................... 11 4. 01 Availability of Lands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions .......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions ............................................................................. 12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site .............................................................................. 14 Article 5 -Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and Insurers ................................................................................................... 16 5.02 Performance , Payment, and Maintenance Bonds ....................................................................... 16 5.03 Certificates of Insurance ............................................................................................................. 16 5.04 Contractor's Insurance ................................................................................................................ 18 5. 05 Acceptance of Bonds and Insurance ; Option to Replace ........................................................... 19 Article 6 -Contractor's Responsibilities ........................................................................................................ 19 6.01 Supervision and Superintendence ............................................................................................... 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICA TI ON DOCUMENTS Revi sion : &12312021 6.02 Labor ; Working Hours ................................................................................................................ 20 6.03 Services , Materials , a nd Equipment ........................................................................................... 20 6.04 P roject Sche dule .......................................................................................................................... 2 1 6.05 Sub stitutes a nd "Or -Equals " ....................................................................................................... 2 1 6.06 Concerning Subcontractors , Supp liers , and Others .................................................................... 24 6.07 Wage Rates .................................................................................................................................. 25 6.08 Patent Fees and Roya lt ies ........................................................................................................... 26 6.09 Permits and Utilities .................................................................................................................... 27 6.10 Laws and Regulations ................................................................................................................. 27 6.11 Taxes ........................................................................................................................................... 28 6.12 Use ofSite and Other Areas ....................................................................................................... 28 6.13 R ecord D ocuments ...................................................................................................................... 29 6.14 Safety and P rotection .................................................................................................................. 29 6.15 Safety Representative .................................................................................................................. 30 6.1 6 Hazard Communication Programs ............................................................................................. 30 6.17 Emerge ncies and/or Rectification ............................................................................................... 30 6.18 Sub mittals .................................................................................................................................... 3 1 6.19 Continuing the Work ................................................................................................................... 32 6.20 Contractor 's General Warranty and Guarantee .......................................................................... 32 6.21 Indemnification ......................................................................................................................... 33 6.22 D e legation of Profess iona l Des ign Services .............................................................................. 34 6.23 Right to Audit .............................................................................................................................. 34 6 .24 Nondis crimination ....................................................................................................................... 35 Artic le 7 - Other Work a t the Site ................................................................................................................... 35 7.01 Related Work at Site ................................................................................................................... 35 7.02 Coordination ................................................................................................................................ 36 Article 8 -City 's Responsibilities ................................................................................................................... 36 8.01 Communications to Contractor ................................................................................................... 36 8.02 Furnish D a ta ................................................................................................................................ 36 8.03 P ay When Due ............................................................................................................................ 36 8.04 Lands a nd Easements; R eports and Tests ................................................................................... 36 8.0 5 Change Orders ............................................................................................................................. 36 8.06 Inspections , Tests , and Approvals .............................................................................................. 36 8.07 Limitations on City 's Responsibilities ....................................................................................... 37 8.08 U ndis close d Hazardous Environmenta l Condition .................................................................... 37 8.09 Compliance with Safety Program ............................................................................................... 37 Article 9 -City 's Observation Status During Construction ........................................................................... 37 9.01 City 's P roje ct Manager ............................................................................................................ 37 9.02 Vis its to Site ................................................................................................................................ 37 9.03 Authorized Variations in Work .................................................................................................. 38 9.04 Rejecting D efective Work .......................................................................................................... 38 9.05 D eterminations for Work Performe d .......................................................................................... 38 9.06 D ecisions on Requirements of Contract D oc uments and Acceptability of Work ..................... 38 C IT Y OF FORT WOR TH S T ANDARD CONSTR UC TIO N SPEC IFIC ATIO N DOCUM ENTS Rev ision : &!23/202 1 Article 10 -Changes in the Work; Claims ; Extra Work ................................................................................ 38 10 .0 1 Authorized Changes in the Work ............................................................................................... 38 10 .02 Unauthorized Changes in the Work ........................................................................................... 39 10.03 Exec ution of Change Orders ....................................................................................................... 39 10.04 Extra Work .................................................................................................................................. 39 10.05 Notification to Surety .................................................................................................................. 39 10.06 Contract Clanns Process ....................................................... , ..................................................... 40 Article 11 -Cost of the Work; A llowances; Unit Price Work; Plans Quantity Measurement.. ................... .41 11.0 1 Cost of the Work ......................................................................................................................... 41 11.02 Allowances .................................................................................................................................. 43 11.03 Unit Price Work .......................................................................................................................... 44 11.04 Plans Quantity Measurement ...................................................................................................... 45 Article 12 -Change of Contract Price; Change of Contract Time ................................................................. 46 12.0 1 Change of Contract Price ............................................................................................................ 46 12. 02 Change of Contract Time ............................................................................................................ 4 7 12.03 Delays .......................................................................................................................................... 47 Article 13 -Tests and Inspections; Correction, Remova l or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects ........................................................................................................................ 48 13 .02 Access to Work ........................................................................................................................... 48 13 .03 Tests and Inspections .................................................................................................................. 48 13.04 Uncovering Work ........................................................................................................................ 49 13 .05 City May Stop the Work ............................................................................................................. 49 13 .06 Correction or Remova l of Defective Work ................................................................................ 50 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance of D efective Work. .................................................................................................. 51 13.09 City May Correct D efective Work ............................................................................................. 51 Article 14 -Payments to Contractor and Completion .................................................................................... 52 14 .0 1 Schedule ofValues ...................................................................................................................... 52 14.02 Progress Payments ...................................................................................................................... 52 14. 03 Contractor's Warranty of Title ................................................................................................... 54 14 .04 Partial U tilization ........................................................................................................................ 55 14.05 Fina l Inspection ........................................................................................................................... 55 14 . 06 Fina l Acceptance ......................................................................................................................... 55 14 .07 Fina l Payment. ............................................................................................................................. 56 14 .08 Final Completion D elayed and Partial Retainage Re lease ........................................................ 56 14.09 Waiver of Claims ........................................................................................................................ 57 Article 15 -Suspension of Work and Termination ........................................................................................ 57 15.0 1 City May Suspend Work ............................................................................................................. 57 15 .02 City May Terminate for Cause ................................................................................................... 58 15.03 City May Terminate For Convenience ....................................................................................... 60 Artic le 16 -Dispute Resoluti on ...................................................................................................................... 6 1 16.0 1 Methods and Procedures ............................................................................................................. 6 1 CITY OF FORT WORTH STANDARD CO NSTR UC TIO N SP EC IF ICA T 10 N DOCUMENTS Revi sion: &12312021 Article 17 -Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17. 04 Survival of Obligations ............................................................................................................... 63 17.05 Headings ...................................................................................................................................... 63 CITYOF FORT WORTH STANDARDCONSTRUCTION SPECIF ICATION DOCUMENTS Revision : &23/202 1 ARTICLE 1-DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms 00 72 00-1 GENERAL CONDITIONS Page I of 63 A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs , and the titles of other documents or forms. l. Addenda-Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement-The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application/or Payment-The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or fmal payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos-Any material that contains more than one percent asbestos and is friab le or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award -Authorization by the City Council for the City to enter into an Agreement. 6. Bid-The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder-The individual or entity who submits a Bid directly to City. 8. Bidding Documents-The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements-The advertisement or Invitation to Bid, Instructions to Bidders , Bid security of acceptable form, if any , and the Bid Form with any supplements. 10. Business Day -A business day is defmed as a day that the City conducts normal business, generally Monday through Friday , except for federal or state holidays observed by the City . 11 . Calendar Day -A day consisting of 24 hours measured from midnight to the next midnight. C ITYOF FORT WORTH STANDARD CONSTR UC TI ON SPE CIFI CA TIO N DOCUMENTS Revision: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 2 of63 12. Change Order-A document , which is prepared and approved by the City , which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time , issued on or after the Effective Date of the Agreement. 13. City-The City of Fort Worth, Texas , a home-rule municipal corporation, authorized and chartered under the Texas State Statutes , acting by its governing body through its City Manager, his designee , or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14 . City Attorney -The officially appointed City Attorney of the City of Fort Worth, Texas , or his duly authorized representative. 15. City Council -The duly elected and qualified goverrung body of the City of Fort Worth , Texas. 16. City Manager -The officially appointed and authorized City Manager of the City of Fort Worth, Texas , or his duly authorized representative . 17 . Contract Claim-A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time , or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract-The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations , representations , or agreements, whether written or oral. 19. Contract Documents-Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents . Approved Subrnittals , other Contractor submittals , and the reports and drawings of subsurface and physical conditions are not Contract Documents . 20. Contract Price -The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement ( subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time -The number of days or the dates stated in the Agreement to : (i) achieve Milestones , if any and (ii) complete the Work so that it is ready for Final Acceptance . 22. Contractor-The individual or entity with whom City has entered into the Agreement. 23. Co st of the Work-See Paragraph 11.01 of these General Conditions for definition. C IT Y OF FO RT WOR T H ST ANDARD CONSTRUCTIO N SPEC IF ICAT ION DOCU MENTS Rev ision: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims -A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day -A day , unless otherwise defined, shall mean a Calendar Day. 26 . Director of Aviation -The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas , or his duly appointed representative , assistant, or agents. 27 . Dire ctor of Parks and Community S ervic es -The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas , or his duly appointed representative , assistant, or agents . 28 . Director of Planning and Dev elopm ent -The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas , or his duly appointed representative , assistant , or agents. 29. Dir ector of Tran sportation Public Works -The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas , or his duly appointed representative , as sistant, or agents. 30. Dire ctor of Wat er Department -The officially appointed Director of the Water Department of the City of Fort Worth, Te xas , or his duly appointed representative , assistant, or agents. 31. Dra w in g s-That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope , exte nt , and character of the Work to be performed by Contractor. Subrnittals are not Drawings as so defined. 32 . Ef f ective Date of the Agree me nt-The date indicated in the Agreement on which it becomes effe ctive , but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engin ee r-The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City . 34 . Extra Work -Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Fi eld Order -A written order is sued by City which requires changes in the Work but which does not involve a change in the Contract Price , Contract Time , or the intent of the Engineer. Field Orders are paid from Field Order Allowanc e s incorporated into the Contract by funded work type at the time of award. 36. Final A cc eptance -The written notice given by the City to the Contractor that the Work specified in the Contract Docume nts ha s been completed to the satisfaction of the City . C ITY OF FO RT WORTH ST ANDARD CONS TR UC TIO N SPECIF !CA TIO N DOCUMENTS Rev ision: &Q3/202 1 00 72 00-1 GENERAL CONDITIONS Page 4 o f 63 37. Final Inspection -Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully , entirely , and in conformance with the Contract Documents. 38. General Requirements-Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition -The presence at the Site of Asbestos , PCBs , Petroleum, Hazardous Waste , Radioactive Materia~ or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40 . Ha z ardous Waste -Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations , as amended from time to time. 41. Laws and Regulations-Any and all applicable laws , rules , regulations , ordinances , codes, and orders of any and all governmental bodies , agencies , authorities , and courts having jurisdiction. 42 . Liens-Charges , security interests , or encumbrances upon Project funds , real property , or personal property. 43. Maj or Item -An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25 ,000 whichever is less. 44. Mile ston e-A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award-The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46 . Notice to Proceed-A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs-Polychlorinated biphenyls. 48 . Petrole um-Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge , oil refuse , gasoline, kerosene , and oil mixed with other non-Hazardous Waste and crude oils. 49 . Plan s -See defmition of Drawings. C ITY OF FO RT WO RTH ST ANDAR D CONSTRUCTION SPEC IFICATION DOCUMENTS Rev ision: &23/202 1 00 72 00 -1 GE NERAL CONDITIONS Page 5 o f 63 50. Project Schedule -A schedule , prepared and maintained by Contractor, in accordance with the General Requirements , describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time . 51. Project-The Work to be performed under the Contract Documents. 52. Project Manager-The authorized representative of the City who will be assigned to the Site . 53. Public Meeting -An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material-Source , special nuclear , or byproduct material as defined by the Atomic Energy Act of 1954 ( 42 USC Section 2011 et seq.) as amended from time to time . 55. Regular Working Hours -Hours beginning at 7:00 a.m. and ending at 6:00 p .m., Monday thru Friday (excluding legal holidays). 56 . Samples-Physical examples of materials , equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals-A schedule , prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities . 58 . Schedule of Valu es-A schedule , prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor 's Applications for Payment. 59 . Site-Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits , and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60 . Spe c ifications-That part of the Contract Documents consisting of written requirements for materials , equipment , systems , standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto . Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor-An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. C ITY OF FORT WORTH ST AND ARD CONSTRUC TI ON SPEC IFICA TI ON DOC UMENTS Revi s ion: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page 6 of 63 62. Submittals-All drawings, diagrams, illustrations , schedules , and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion -The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder-The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent -The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions-That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier-A manufacturer, fabricator, supplier , distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities-All underground pipelines, conduits, ducts, cables , wires, manholes, vaults , tanks, tunnels, or other such facilities or attachments , and any encasements containing such facilities , including but not limited to , those that convey electricity , gases, steam, liquid petroleum products , telephone or other communications, cable television, water, wastewater, storm water, other liquid s or chemicals, or traffic or other control systems . 69 Unit Price Work -See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours -Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday , Sunday or legal holiday , as approved in advance by the City. 71. Work -The entire construction or the various separately identifiable parts thereofrequired to be provided under the Contract Documents . Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing , installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day -A working day is defined as a day , not including Saturdays, Sundays, or legal holidays authoriz.ed by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p .m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents , have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONS TR UCTION SPECIFICAT ION DOCUMENTS Revi sion : &!23i2021 00 72 00-1 GENERAL CONDITIONS Page 7 o f 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable ," "suitable ," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate , in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defe ctive : 1. The word "defective ," when modifying the word "Work," refers to Work that IS unsatisfactory, faulty , or deficient in that it: a . does not conform to the Contract Documents; or b . does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c . has been damaged prior to City 's written acceptance. D . Furnish , Install, Perform, Provide : 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply ," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor , materials , equipment , and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents , words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2-PRELIMINARYMATlERS 2.01 Copies of Docume nts City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents , and four ( 4) additional copies of the Drawings . Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time ; Notic e to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. C ITY OF FOR T WORTH ST AND AR D CONSTRUC TI ON SPEC IF !CATIO N DOCUM ENTS Revi sion: &'23/202 1 2.03 Starting the Work 00 72 00-1 GENERAL CONDITIONS Page 8 of 63 Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents , and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City . 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 -CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project ( or part thereof) to be constructed in accordance with the Contract Documents. Any labor , documentation , services , materials , or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for , at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections . Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the C ITY OF FORT WORTH STANDARD CONSTR UC TI ON SPEC IF ICA T IO N DOCUMENTS Revision : &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 9of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards , Specifications, Codes , Laws, and Regulations 1. Reference to standards , specifications, manuals , or codes of any technical society, organization, or association, or to Laws or Regulations , whether such reference be specific or by implication, shall mean the standard, specification, manua4 code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manua4 or code , or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City , Contractor, or any of their subcontractors, consultants , agents , or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members , partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: l. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity , or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor 's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity , or discrepancy within the Contract Documents , or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manua4 or code , or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph C ITY OF FORT WORTH STANDARD CONS TR UC TIO N SPEC IF !CA TIO N DOCUMENTS Revisi on: &!23/2021 00 72 00-1 GENERAL CONDITIONS Page l 0 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity , or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2 . In case of discrepancies, figured climensions shall govern over scaled climensions , Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications , and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A . The Contract Documents may be amended to provide for additions , deletions, and revisions m the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time , may be authorized, by one or more of the following ways: 1. A Field Order; 2. City 's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A . Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings , Specifications , or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications , other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. C ITY OF FORT WORTH ST ANDARD C0NSTR UCTI 0 N SPEC IF !CAT ION DOC UM ENTS Revi sion: &!2:Y202 1 00 72 00 -1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions , the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents ( also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site . Files in electronic media format of text, data, graphics , or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be atthe user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B . When transferring documents in electronic media format , the transferring party makes no representations as to long term compatibility , usability , or readability of documents resulting from the use of software application packages , operating systems , or computer hardware differing from those used by the data's creator. ARTICLE 4 -AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A . City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acqwred in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordaoce with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B . Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. C ITY O F FORT WORTH STAN DARD CONSTR U CTIO N SPE CIF ICAT ION DOCU M ENT S Revi sion: &23/202 1 00 72 00-1 GENERAL COND ITIONS Page 12of63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A . Reports and Drawings : The Supplementary Conditions identify : 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B . Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings , but such reports and drawings are not Contract Documents . Such ''technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City , or any of their officers, directors , members , partners, employees , agents , consultants , or subcontractors with respect to : 1. the completeness of such reports and drawings for Contractor's purposes , including, but not limited to, any aspects of the means , methods , techniques, sequences , and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data , interpretations , opinions , and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any ''technical data " or any such other data, interpretations, opinions , or information. 4.03 DifferingSubswface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any ''technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4 . is of an unusual nature , and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CIT Y OF FORT WORTH ST AN DARD CONSTR UCTIO N SPEC IF !CATIO N DOCUMENTS Revision: &23!202 1 00 72 00-1 GE N ERAL COND ITI ONS Page 13 of63 then Contractor shall, promptly after becoming aware thereof and before further clisturbing the subsurface or physical conditions or performing any Wark in connection therewith ( except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition . B . Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been cliscovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4 .03 .A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respectto existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities , including City , or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City , during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents , Contractor shall, promptly after becoming aware thereof and before further clisturbing conditions affected thereby or performing any C ITY OF FORT WORTH STANDARD CONS TR UC TIO N SPEC IF ICA TIO N DOCUMENTS Revi sion : &/23/2021 00 72 00-1 GENERAL CONDITIONS Page 14 of63 Work in connection therewith (except in an emergency as reqwred by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City . City will review the discovered Underground Facility and determine the extent, if any, to which a change may be reqwred in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is reqwred, a Change Order may be issued to reflect and document such consequences . 3. Verification of existing utilities , structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary . 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments , and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or reqwres relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City , any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees , the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings : The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such '<technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors , members, partners , employees , agents, consultants, or subcontractors with respect to : 1. the completeness of such reports and drawings for Contractor's purposes , including, but not limited to, any aspects of the means , methods , techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONST RUC TIO N SPECIF ICA TIO N DOCUMENTS Revision: &'23/2021 00 72 00-1 GENERAL CONDITIONS Page l5of63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opllllons and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data , interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers , or anyone else for whom Contractor is responsible. D . If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except inan emergency as required by Paragraµi 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any . E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed . F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Haz ardous Environmental Condition created by Contractor or by anyoneforwhom Contractor is re sponsible. Nothing in this Paragraph 4. 06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual 's or entity 's own negligence. H . The provisions of Paragraphs 4.02 , 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITYOF FORT WORTH STANDARD CONSTRUC TIO N SPEC IFICA TIO N DOCUMENTS Revi sion: &231202 1 ARTICLE 5 -BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers 00 72 00-1 GENERAL CONDITIONS Page 16 of 63 All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so re quired. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance , Payme nt, and Maintenanc e Bonds A . Contractor shall furnish performance and payment bonds , in accordance with Texas Government Code Chapter 2253 or successor statute , each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor 's obligations under the Contract Documents . B . Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations , and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies " as published in Circular 570 (amended) by the Financial Management Service , Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02 .C , Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions , certificates of insurance ( other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City , and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. C IT Y OF F ORT WO RTH ST ANDARD CONSTRU CTIO N SPEC IFICATIO N DOCUM ENT S Revi sion: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location ", endorsement, which shall be identified in the certificate of insurance provided to the City . 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured , be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4 . The insurers for all policies must be licensed and/or approved to do business in the State of Texas . Except for workers ' compensation, all insurers must have a mirumum rating of A -: VII in the current A. M . Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5 . All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City . In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additiona l insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7 . If insurance policies are not written for specified coverage limits , an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the pnmary coverage . 8. Unless otherwise stated, a ll required insurance shall be written on the "occurrence basis ". If coverage is underwritten on a claims -made basis , the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date . The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such msurance coverage . 9. Policies shall have no exclusions by endorsements , which, neither nullify or amend, the required lines of coverage , nor decrease the limits of said coverage unless such endorsements are approved in writing by the City . In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage , the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10 . Any self-insured retention (SIR), in excess of $25 ,000 .00 , affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In C IT Y OF F ORT WORTH STANDARD CONSTR UC TIO N SPEC IFICAT ION DOC UM ENTS Revi sion: &23/202 1 00 72 00-1 GENERAL CONDIT IONS Page 18 of63 lieu of traditional insurance , alternative coverage maintained through insurance pools or risk retention groups , must also be approved by City . 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis , must be acceptable to and approved by the City . 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessazy and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City . The City shall be required to provide prior notice of 90 days , and the insurance adjustments shall be incorporated into the Work by Change Order. 13 . City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms , conditions , limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions , revisions , or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14 . City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance . 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code , Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor 's performance of the Work and Contractor 's other obligations under the Contract Documents , whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits , and other similar employee benefit acts; 2. claims for damages because of bodily mJury , occupational sickness or disease , or death of Contractor 's employees. B . Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from : premises/operations, independent contractors, products/completed operations , personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other C ITY OF FORT WORTH STANDARDCONSTR UC T ION SP EC I FI CATIO N D OCUMENTS Revision : &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 19 of63 insurance or self-insurance programs afforded to the City . The Commercial General Liability policy , shall have no exclusions by endorsements that would alter of nullify premises /operations , products /completed operations , contractual, personal injury , or advertising injury , which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto ", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D . Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way , the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents , the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates ( or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents , the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Sup erintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently , devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means , methods , techniques , sequences, and procedures of construction. C ITY OF FO RT WORTH ST ANDARDCO STR UC TIO N SPEC IFI CATIO N DOCUMENTS Revision: &'231202 1 00 72 00 - I GENERAL CONDIT I ONS Page 20 o f 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking , Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor 's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A . Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents . Contractor shall at all times maintain good discipline and order at the Site . B . Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents , all Work at the Site shall be performed during Regular Working Hours . Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday . 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials , equipment, labor , transportation, construction equipment and machinery, tools , appliances , fueL power, light , heat, telephone , water, sanitary facilities , temporary facilities , and all other facilities and incidentals necessary for the performance , Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City . If required by City , Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source , kind , and quality of materials and equipment. C ITY OF FORT WORTH STANDAR D CONSTR UC TIO N SPEC I FICA TIO N DOCUMENTS Revision : &23/202 1 00 72 00 -1 GE NERAL COND ITIONS Page 2 1 of 63 C . All materials and equipment to be incorporated into the Work shall be stored, applied, installed , connected, erected, protecte d, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier , except as otherwise may be provided in the Contract Documents . D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6 .04 Proj ect Schedul e A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below . 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time . Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12 . Adjustments in Contract Time may only be made by a Change Orde r. 6.05 Sub s titutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier , the specification or description is intended to establish the type , function , appearance , and quality required . Unless the specification or description contains or is followed by words reading that no like , equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal " Items: If in City 's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City 's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph6.05.A.1 , a proposed item of material or equipment will be considered functionally e qual to an item so named if: a . the City determines that: C IT Y O F FORT WORT H 1) it is at least equal in materials of construction, quality , durability , appearance , strength, and design characteristics ; STANDAR D CONSTR U CTI O SPEC IF !CAT IO N DOCUM ENTS Rev ision: &231202 1 00 72 00-1 GENERAL CONDITIONS Page 22 of63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a . If in City 's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05 .A .1, it may be submitted as a proposed substitute item. b . Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: C ITY OF FORT WORTH 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state : a) the extent, if any , to which the use of the proposed substitute item will prejudice Contractor 's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents ( or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; STANDARD CONS TRU CT IO N SPECIFICAT ION DOCUMENTS Revi sion: &!23i2021 00 72 00-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales , maintenance , repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change . B. Substitute ConstructionMethods or Procedur es: If a specific means , method, technique , sequence , or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique , sequence , or procedure of construction approved by City . Contractor shall submit sufficient information to allow City, in City 's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6 .05 .A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.Aand 6 .05 .B . City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete , which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D . Special Guarantee: City may require Contractor to furnish at Contractor 's expense a special performance guarantee , warranty, or other surety with respect to any substitute . Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages , los ses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E . C ity 's Cost Reimbursement: City will record City 's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A .2 and 6.05 .B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute . Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents ( or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute . F. Contractor's Expense : Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor 's expense. CITYOF FORT WORTH ST ANDARD CONSTRUCTION SPECIF !CATION DOCUMENTS Re vision: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement:Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B . Contractor shall not employ any Subcontractor, Supplier , or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection ( excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors , Suppliers , or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions . D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal Contractor is required to comply with the intent of the City 's MBE Ordinance ( as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2 . Contractor will not make additions , deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books , records , or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors , Suppliers , and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor 's own acts and omissions. Nothing in the Contract Documents : C ITY OF FORT WORTH STANDARDC0NSTR UCTI0 N SP ECI FICATIO N DOCUMENTS Revision : 8'23!202 1 00 72 00-1 GENERAL COND ITIONS Page 2 5 o f 63 1. shall create for the benefit of any such Subcontractor, Supplier , or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity ; nor 2 . shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier , or other individual or entity except as may otherwise be required by Laws and Regulations . F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers , and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers , and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City . 6 .07 Wage Rate s A. Duty to pay Pr e vailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents . B . Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City , pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023 . C . Complaints of Violations and City Determination of Good Cause . On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258 .023 , Texas Government Code , by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, a s to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City 's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258 , the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation . C ITY OF FORT WO RTH ST ANDARD CO STRUCTION SPEC I F ICAT ION DOCUM ENTS Rev ision: &'231202 1 00 72 00-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City , its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City , from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting/ram CITY OF FORT WORTH STANDARD CONST RUC TI ON SPEC I F ICA TIO N DOCUMENTS Revision : &23!2021 00 72 00-1 GENERAL CONDIT IONS Page 27 of 63 the incorporation in the Work of any invention , design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes , the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U .S. Army Corps of Engineers Permits 3. Texas Commission on Environmenta l Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and license s are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A . Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs , losses , and damages (including but not limited to all fees and charges of engineers, architects , attorneys , and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUC TI ON SPEC IFICAT ION DOC UMENTS Revision: &'2312021 00 72 00-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3 .02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6 .11 Taxes A. On a contract awarded by the City , an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials , supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller 's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code , Subchapter H . B. Texas Tax permits and information may be obtained from : 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http ://www.w indow .state.tx.us/taxinfo/taxforms /93 -forms .html 6.12 Use a/Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confme construction equipment, the storage of materials and equipment , and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City , the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way , or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to fmish the section on which operations are in progress before work is commenced on any additional area of the Site . C IT Y OF FORT WORTH STANDARD C0NSTRUC TI ON SPEC I FICAT ION DOC UM ENT S Revi sion : &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21 , Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action , legal or equitable , brought by any such owner or occupant against City . B. Removal of De bris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials , rubbish , and other debris. Removal and disposal of such waste materials , rubbish, and other debris shall conform to applicable Laws and Regulations. C . Site Maintenance Cleaning : 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City , if the Contractor fails to correct the unsatisfactory procedure , the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs , shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools , appliances , construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E . Loading Stru ctur es: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure , nor shall Contractor subject any part of the Work or adjacent property to stresses or pressure s that will endanger it. 6.13 Re cord Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City , one (1) record copy of all Drawings, Specifications , Addenda, Change Orders , Field Orders , and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Subrnittals will be available to City for reference. Upon completion of the Work, these record documents , any operation and maintenance manuals , and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 SafetyandProtection A. Contractor shall be solely responsible for initiating, maintalillilg and superV1Smg all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall C IT Y OF FO RT WORTH STANDARD CONSTRUC TI ON SPEC IF ICATION DOCUM ENTS Revi sion: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 30 o f 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage , injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, inc luding trees , shrubs, lawns , walks, pavements , roadways , structures , utilities, and Underground Facilities not designated for removaL re location, or replacement in the course of construction. B . Contractor shall comply with all applicab le Laws and Regulations relating to the safety of persons or property , or to the protection of persons or property from damage , injury , or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection , removaL relocation, and replacement of their property . C . Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor 's safety program, if any, with which City's employees and representatives must comply while at the Site. E . All damage, injury , or loss to any property referred to in Paragraph 6.14 .A.2 or 6.14.A.3 caused, directly or indirectly , in whole or in part, by Contractor, any Subcontractor, Supplier , or any other individual or entity directly or indirectly employed by any of them to perform any of the Work , or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Represe ntative Contractor shall inform City in writing of Contractor 's designated safety representative at the Site . 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations . 6.17 Emergencies and/or Re ctification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto , Contractor is obligated to act to prevent threatened damage , injury , or loss . Contractor shall give City prompt written notice if Contractor believes that any significant C ITY O F FORT WORTH ST AN DARD CO NSTR UCT ION SPEC IF !CAT ION DOCUM ENTS Rev ision: 8!23,202 1 00 72 00-1 GENERAL CONDITIONS Page 3 I of63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B . Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions , or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action , within 24 hours , the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordaoce with the accepted Schedule of Subrnittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements . 2. Data shown on the Submittals will be complete with respect to quantities , dimensions , specified performance and design criteria, materials , and similar data to show City the services , materials , and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6 .18.C . 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Subrnittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents . 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to materia~ Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. C ITY OF FORT WORTH STANDARD CONS TR UCTI ON SPECIFICA TI ON DOCUMENTS Revi sion: &23/2021 00 72 00-1 GENERAL CONDITIONS Pag e 32 of63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals , any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City 's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City 's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2 . City 's review and acceptance will not extend to means, methods , techniques , sequences , or procedures of construction ( except where a particular means, method, technique , sequence , or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto . The review and acceptaoce of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City 's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents . 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements , except as City and Contractor may otherwise agree in writing . 6.20 Contractor 's General Warranty and Guarantee A . Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers , directors , members , partners , employees , agents , consultants , and subcontractors shall be entitled to rely on representation of Contractor 's warranty and guarantee. B . Contractor's warranty and guarantee hereunder excludes defects or damage caused by : 1. abuse , modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers , or any other individual or entity for whom Contractor is responsible; or C ITY OF FO RT WO RTH STANDARD CONST RUCTIO N SPEC IF ICA TIO N DOCUMENTS Rev ision: &23/2021 2. normal wear and tear under normal usage. 00 72 00-1 GENERAL CONDITIONS Page 33 of 63 C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents : 1. observations by City; 2 . recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City ; 4. use or occupancy of the Work or any part thereof by City ; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City . D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B . The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees,from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION JS SPECIFICALLY INTENDED ID OPERATE AND RE EFFECTIVE EVEN IF TT JS ALLEGED QR PROVEN THAT ALL QR SQME QF THE DAMAGES REING SQJJGUT WERE CAUSED, IN WHOLE QR IN PART, RY ANY ACT, OMISSION OR NEGLIGENCE QF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS JNDEMNJFJCATTQN PRQVISJQN JS C IT Y OF FO RT WORTH ST AN D ARD CONST RU CT 10 N SPEC IF ICA T 10 N DOCUM ENT S Revi sion: &231202 1 00 72 00-1 GENERAL CONDITIONS Page 34 o f 63 SPECJFTCAJ,LY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF TT JS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY, 6.22 D e legation of Professional D esign Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor 's responsibilities for construction means , methods , techniques , sequences and procedures. B. If professional design services or certifications by a design professional related to systems , materials or equipment are specifically required of Contractor by the Contract Documents , City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professionaL whose signature and seal shall appear on all drawings, calculations, specifications , certifications , and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professionaL if prepared by others , shall bear such professional' s written approval when submitted to City . C . City shall be entitled to rely upon the adequacy, accuracy and completeness of the services , certifications or approvals performed by such design professionals , provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22 , City 's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books , documents , papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books , documents , papers, and records of such Subcontractor, involving transactions to the subcontract, and furth er , that City shall have access during Regular Working Hours to all C ITY OF FOR T WORTH STAND A RD CONS TR UC TI ON SPECIF ICA TIO N DOCUMENTS Rev ision: &'231202 1 00 72 00-1 GE NERAL CONDIT IONS Page 35 o f 63 Subcontractor facilities , and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits . C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A . The City is responsible for operating Public Transportation Programs and implementing transit- related projects , which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis ofrace,color , or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 -OTHER WORK AT THE SITE 7.01 Related Work at Site A . City may perform other work related to the Project at the Site with City's employees, or other City contractors , or through other direct contracts therefor, or have other work performed by uti lity owners. If such other work is not noted in the Contract Documents , then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City 's employees or other City contractors , proper and safe access to the Site , provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs . Contractor shall do all cutting, fitting , and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting , excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor 's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays , defects , or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor 's Work. Contractor 's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others . CITY OF FO RT WORT H ST ANDARD CONSTR UCT ION SPECI FICAT ION DOCUMENT S Revi sion: 8/23i202 1 7.02 Coordination 00 72 00-1 GENERAL CONDITIONS Page 36 of 63 A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized ; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions , City shall have authority for such coordination. ARTICLE 8 -CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions , City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Ease ments; Reports and Tests City 's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City 's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orde rs City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 In sp e ctions, Tests, and Appr ovals City 's responsibility with respect to certain inspections , tests , and approvals is set forth in Paragraph 13.03. C ITY OF FORT WO RTH STANDAR D CONSTR UC TIO N SPECI FI CATIO N DOCUM ENT S Rev ision: &'231202 1 8.07 Limitations on City's Responsibilities 00 72 00-1 GENERAL CONDITIONS Page 37 of 63 A. The City shall not supervise, direct , or have control or authority over, nor be responsible for , Contractor's means, methods, techniques , sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor 's failure to perform the Work in accordance with the Contract Documents. B . City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City 's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9-CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period . The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations , City 's Project Manager will determine, in generaL if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager 's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B . City's Project Manager 's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07 . CITY OF FORT WORTH STANDARD CONSTR UCTIO N SPEC IFICAT ION DOCUM ENTS Revision: &231202 1 9.03 Authoriz ed Variations in Work 00 72 00 -1 GENERAL CONDITIONS Page 38 o f 63 City's Project Manager may authorize minor vanat1ons in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 R ej e cting D ef e ctive Work City will have authority to reject Work which City's Project Manager believes to be defective , or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13 , whether or not the Work is fabricated, installed, or completed. 9.05 D e terminations for Work P e rforme d Contractor will determine the actual quantities and classifications of Work performed. City 's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City 's written decision will be final (except as modified to reflect cha nged factual conditions or more accurate data). 9.06 D e cis ion s on Require ments of Contract Documents and A cceptability of Work A. City will be the initial interpreter of the requirements of the Contract Docume nts and judge of the acceptability of the Work thereunder. B . City will render a written decision on any issue referred. C. City 's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10. 06. ARTICLE 10 -CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 A uthorize d C hanges in th e Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Orde r w hich may or may not precede an order of Extra w ork. B. For minor changes of Work not requiring change s to Contract Time or Contract Price , a Field Orde r may be issue d by the City. C ITY O F FORT WO RTH STAND ARD CONSTRUC TI ON SPECIF ICAT ION D OCUM ENTS Rev ision: &-23/202 1 10.02 Unauthoriz ed Changes in the Work 00 72 00-1 GENERAL CONDITIONS Page 39 of 63 Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its perfonnance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation , any costs for delay , extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Sure ty If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including , but not limited to , Contract Price or Contract Time), the giving of any such notice will be Contractor 's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. C ITY OF FORT WORTH STANDARD CONS TR UC TI ON SPEC IF !CAT 10 N DOCUMENTS Revi sion: &23/202 1 10.06 Contract Claims Proc ess 00 72 00-1 GENERAL CONDITIONS · P age 40 o f 63 A . City 's Decis ion Required: All Contract Claims, except those waived pursuant to Paragraph 14. 09, shall be referred to the City for decision . A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice : 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be de livered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4 . A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02 . 5. Each Contract Claim shall be accompanied by Contractor 's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant 's last submittal (unless Contract allows additional time). C. City 's Action : City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any , take one of the following actions in writing : 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim ; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so . For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CIT Y O F FOR T WORTH ST ANDARD CONSTR U CTIO N SPEC I F ICATIO N D OCUMENTS Rev ision: &23!202 1 00 72 00-1 GENERAL CONDITIONS Pag e41of63 D. City's written action under Paragraph 10.06.C will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10 .06. ARTICLE 11-COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs , except those excluded in Paragraph 11.01.B , necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include , without limitation , superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits , which shall include social security contributions, unemployment , excise, and payroll taxes , workers ' compensation, health and retirement benefits, bonuses , sick leave , vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours , Weekend Working Hours , or legal holidays , shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery , and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City , and the costs of transportation, loading , unloading , assembly , dismantling , and removal thereof. All such costs shall be in accordance with the terms of said rental agreements . The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. C ITYOF FORT WO RT H STANDARD CONSTRUCT I0 N SPE CIF !CA T ION DOCU M ENTS Revi sion: &231202 1 00 72 00-1 GE N ERAL CONDIT I ONS Page 42 o f 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors . If required by City , Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City , who will then determine , which bids , if any , w ill be acceptable . If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee , the Subcontractor 's Cost of the Work and fee shall be determined in the same manner as Contractor 's Cost of the Work and fee as provided m this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers , architects , testing laboratories , surveyors , attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the fo llowing : a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor 's employees incurred in discharge of duties connected with the Work. b . Cost, including transportation and maintenance , of all materials , supplies , equipment , machinery, appliances, office , and temporary facilities at the Site , and hand tools not owned by the workers , which are consumed in the performance of the Work, and cost, less market value , of such items used but not consumed which remain the property of Contractor. c . Sale s , consumer, use , and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6 .11 , as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable , and royalty payments and fees for permits and licenses. e . Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise , sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable . Such losses shall include settlements made with the written consent and approval of City. No such losses , damages , and e xpenses shall be included in the Cost of the Work for the purpose of determining Contractor 's fee . f. The cost of utilities , fuel, and sanitary facilities at the Site. g. Minor expenses such a s telegrams, long distance te lephone calls , telephone and communication services at the Site , expre ss and courier services , and similar petty cash items in conne ction with the Work. C IT Y OF FORT WORTH STANDARD CONSTRUCT I ON SPECIFICATION DOCU M ENTS Rev ision: 8'23/202 1 00 72 00-1 GENERAL CONDIT IONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Docwnents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers , safety managers, engineers, architects , estimators , attorneys , auditors, accountants, purchasing and contracting agents , expediters, timekeepers, clerks , and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee . 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments . 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to , the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C . Contractor 's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12 .01.C. D . Documentation : Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B , Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemiz.ed cost breakdown together with supporting data . 11. 02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Docwnents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: C ITY OF FOR T WORTH STANDARD CONSTRUC TI ON SPEC IFICA TI ON DOC UM EN T S Revi sion: &'231202 1 00 72 00-1 GENERAL CONDITIONS Page 44 of 63 a . the pre-bid a llowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site , and all applicable taxes ; and b. Contractor's costs for unloading and handling on the Site , labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances , and no demand for additional payment on account of any of the foregoing will be valid. C . Continge ncy Allowance: Contractor agrees that a contingency allowance , if any, is for the sole use of City. D . Prior to fmal payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances , and the Contract Price shall be correspondingly adjusted. 11.03 Unit Pric e Work A . Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantitie s of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. E ach unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor 's overhead and profit for each separately identified item. Work described in the Contract Documents , or reasonably inferred as required for a functionally complete installation , but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other it em of Work. E . Incr e a sed or Decreased Quantities: The City reserves the right to order Extra Work m accordance with Paragraph 10.01. 1. If the change s in quantitie s or the alterations do not significantly change the character of w ork under the Contract Doc uments , the altere d work w ill be paid for at the Contract unit pnce . C IT Y OF FO RT WORTH STANDAR D CONSTRUC TI ON SPECIF ICA T 10 N DOCUMENTS Rev isio n: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a . the character of work for any Item as a lt ered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities , unless revised by the governing Section or this Article. B . If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an indi~idual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City , by Change Order, or to correct an error, or to correct an error on the plans , the plans quantity will be increased or decreased by the amount involved in the change , and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. C ITY O F FORT WORTH ST AN DARD CONSTRUC TI ON SPEC IF ICAT ION DOCU M ENT S Revi sion: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E . For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12-CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents , by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B .2, on the basis of the Cost of the Work ( determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C . Contractor 's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee ; or 2. if a fIXed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a . for costs incurred under Paragraphs 11.01.A.1 , 11.01.A.2. and 11.01.A.3 , the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5 , the Contractor's fee shall be five percent (5%); C ITY OF FORT WORTH 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fIXed fee is agreed upon, the intent of Paragraphs 12.01.C .2 .a and 12.01.C.2 .b is that the Subcontractor who actually performs the Work, at whatever STANDARD CONSTRUCT ION SPECIF ICA TIO N DOCUMENTS Re vision: &Q.3/202 1 00 72 00-1 GENERAL CONDITIONS Page 47 of63 tier , will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B ; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor 's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or clain1e d delay adversely affects the critical path. 12 .03 Delays A . Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lo st due to such delay if a Contract Claim is made therefor. Delays be yond the control of Contractor shall include , but not be limited to, acts or neglect by City , acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires , floods , epidemics, abnormal weather conditions, or acts of God . Such an adjustment shall be Contractor's sole and exc lusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims , costs , losses , or damages (including but not limited to all fees and charges of engineers , architects , attorneys , and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any , which is to be furnished by the City . C ITY OF FORT WORTH ST AN DARD CONS TR UC TI ON SPEC IFICAT ION DOCU M ENTS Revi sion: &'23/2021 00 72 00-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 -TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13 .02 Access to Work City , independent testing laboratories , and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing . Contractor shall provide them proper and safe conditions for such access and advise them of Contractor 's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections , tests , or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work ( or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections , tests , retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department ofLicensure and Regulation (TDLR) inspections , which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections , tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials , mix designs , or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections , tests , re-tests , or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible , with Contractor; 2. Should any Testing under this Section 13 .03 D result in a "fail ", "did not pass" or other similar negative result , the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FO RT WORTH ST AN DARD CONSTRUCT ION SPEC IFICA TI ON DOC UMENT S Rev ision: &23/202 1 007200-1 GE NERAL COND IT IONS Page 49 of63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City , Contractor shall, if requested by City, uncover such Work for observation. F . Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13 .03 D. 13 .04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, materia~ and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses , and damages (including but not limited to a ll fees and charges of engineers , architects , attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering , exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordaoce with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective , Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time , or both, directly attributable to such uncovering , exposure , observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective , or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents , City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CJTYOF FORT WORTH ST AN DARD CONSTRUC TI ON SPEC IF !CAT IO N DOCUMENTS Rev ision: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity , or any surety for, or employee or agent of any of them. 13.06 Correction or R e moval of Defective Work A. Promptly after receipt of written notice , Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or , if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective . Contractor shall pay all claims , costs, additional testing, losses , and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B . When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City 's special warranty and guarantee , if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance ( or such longer period oftirne as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective , Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City , remove it from the Project and replace it with Work that is not defective , and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City 's written instructions , or in an emergency where delay would cause serious risk of loss or damage , City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims , costs , losses , and damages (including but not limited to all fees and charges of engineers , architects, attorneys , and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C IT Y OF FOR T WORTH ST AND ARD CONSTR UC TI0 N SPEC IFICATIO N D OCU M ENTS Rev ision: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page5l o f63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07 , the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10 .06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it , City may do so. Contractor shall pay a ll claims, costs, lo sses, and damages (including but not limited to all fees and charges of engineers , architects , attorneys, and other professionals and a ll court or other dispute resolution costs) attributable to C ity 's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance , a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site , take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City , City 's representatives , agents , consultants , employees, and City's other contractors , access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims , costs, losses , and damages (including but not limited to all fees and charges of engineers , architects , attorneys, and other professionals and all court or other dispute resolution C ITY OF FO RT WORTH S T ANDARD CONSTRUC T 10 N SPECIF ICA T 10 N DOCU MENTS Revi sion: &23/202 1 00 72 00-1 GENERAL COND ITIONS Page 52 o f 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13 .09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City 's rights and remedies under this Paragraph 13 .09. ARTICLE 14-PAYMENTSTO CONTRACTOR AND COMPLETION 14 .01 Schedule of Value s The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14 .02 Progress Pay ments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and e quipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice , or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progres s payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progres s payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. C IT Y OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICA T 10 N DOCUMENTS Rev ision: &23/202 1 B. Review of Applications: 00 72 00-1 GENERAL COND IT IONS Page 53 of 63 1. City will, after receipt of each Application for Payment, either indicate in wntmg a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City 's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated ; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, tre results of any subsequent tests called for in the Contract Documents , a fmal determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has bee n performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor ; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made , to such extent as may be necessary to protect City from lo ss because : a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c . the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13 .09; or C ITY OF FORT WORTH ST ANDARD CONS TR UC TIO N SPEC IFICA TI ON DOCU M ENTS Revision: &'23/2021 00 72 00-1 GENERAL COND ITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D . Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City . E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because : a . Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02 .A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasorn for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH ST ANDARDCONSTR UCT ION SPECIF !CATION DOCUM ENTS Revi sion: &23/2021 14.04 Partial Utilization 00 72 00-1 GENERAL CONDITIONS Page 55 of 63 A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use , subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete , City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete m accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items , Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City 's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. C ITY OF FOR T WORTH STANDARD CONSTRUC TI ON SPECIF !CAT ION DOCU MENTS Revi sion : &'23/2021 14.07 Final Payment A. Applicationfor Payment: 00 72 00-1 GENERAL CONDIT IONS Page 56 of 63 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The fmal Application for Payment shall be accompanied ( except as previously delivered) by : a. all documentation called for in the Contract Documents , including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety , if any, to fmal payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled , including but not limited to liquidated damages , will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b . Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the fmal payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If fmal completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's fmal Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02 .C, and if bonds have been furnished as required in Paragraph 5.02 , the written consent of the surety to the payment of the balance due for that C ITY OF FORT WORTH ST ANDARD CONS TR UCTION SPEC IF !CAT IO N DOCUMENTS Revi sion: &23/2021 00 72 00-1 GENERAL COND ITIONS P age 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing fmal payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations , the City may release a portion of the amount retained provided that all other work is completed as determined by the City . Before the release, all submittals and fmal quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of fmal payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 15 .01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed . During temporary suspension of the Work covered by these Contract Documents , for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews . B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time , directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefmite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed . Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. C ITY OF FORT WO RT H ST ANDARD CONSTRUCT ION SPECIF ICAT ION DOCUM EN T S Revi sion : &'2312021 15.02 City May Terminate for Cause 00 72 00-1 GENERAL CONDITIONS P age 58 of 63 A. The occurrence ofany one or more of the following events by way of example , but not of limitation , may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including , but not limited to , failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04 , or failure to adhere to the City 's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06 .D); 2. Contractor 's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor 's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City ; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise fmancially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice . 1. If the City , the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations , declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's service s are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not c ommence performance thereof within 15 consecutive calendar days after date of an additional written notic e demanding Surety's performance of its C ITY OF FORT WO RTH ST ANDARD CONSTRUCTION SPEC IF !CA TION DOCUMENTS Revi sion: &'23/202 1 00 72 00-1 GENERAL CONDITIONS Page 59 o f 63 obligations , then City , without process or action at law , may take over any portion of the Work and complete it as described below. a . If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere , and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished . If the unpaid balance of the Contract Price exceeds all claims , costs , losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance , Contractor shall pay the difference to City. Such claims, costs, lo sses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City , nor any of its respective consultants , agents , officers , directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C . Notwithstanding Paragraphs 15.02.B , Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D . Where Contractor 's services have been so terminated by City , the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue . Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E . If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02 , the termination proc e dures of that bond shall not supersede the provisions of this Article. CIT Y OF FORT WORTH ST AN DARD CONS TR UCT ION SPEC IFICAT ION DOCUM EN TS Revi sion: &'23i202 1 15.03 City May Terminate For Convenience 00 72 00-1 GENERAL CONDITIONS P age 60of 63 A. City may , without cause and without prejudice to any other right or remedy of City , terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City , the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials , services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times , and to the extent, if any , directed by the City: a . the fabricated or unfabricated parts , Work in progress , completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans , drawings , information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and pre servation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C . At a time not later than 30 days after the termination date specified in the notice of termination , the Contractor may submit to the City a list , certified as to quantity and quality , of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City . C IT Y OF FO RT WOR TH STANDARD CONS TR UC T 10 N SPEC IF ICA T 10 N DOCUMENTS Rev ision: &23/202 1 00 72 00-1 GENERAL COND ITIONS Page 6 1 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or , if the items are stored, within 45 days from the date of submission of the list , and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City , any and all such claims shall be conclusively deemed waived. F. In such case , Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor , materials , or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine , on the basis of information available to it , the amount , if any , due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16-DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10. 06 before such decision becomes fmal and binding. The request fo r mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B . City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City 's action under Paragraph 10.06 .C or a denial pursuant to Paragraphs 10.06 .C .3 or 10.06.D shall become fmal and binding 30 days after termination of the mediation unless , within that time period , City or Contractor: C IT Y OF FORT WORTH ST ANDAR D CONST RUC TION SPEC IF !CAT ION DOC UMEN T S Rev ision: &23/202 1 00 72 00-1 GENERAL CONDITIONS Page 62 of63 1. elects in wntmg to invoke any other dispute resolution process provided for m the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 -MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B . Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confrrmation of receipt by the receiving party. 17.02 Computation ofTimes When any period of time is referred to in the Contract Documents by days , it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17 .03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to , and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations , by special warranty or guarantee , or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty , obligation, right , and remedy to which they apply. C ITY OF FORT WORTH ST ANDAR D CONSTRUCTION SPECIF ICATION DOCUMENTS Revi sion: &23/202 1 17 .04 Survival of Obligations 00 72 00-1 GENERAL CONDITIONS Page 63 o f 63 All representations , indemnifications, warranties , and guarantees made in, reqwred by , or given in accordance with the Contract Documents , as well as all continuing obligations indicated in the Contract Documents , will survive fmal payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17 .05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. C ITY O F FORT WORTH STANDARD CONSTR UCT ION SP EC IFICATI ON DOCLJM ENT S Revi sio n: &'23/202 1 Supp lementary Conditions SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS 00 73 00 SUPPLEMENTARY CON DITIONS Pa ge I of6 These Supplementary Conditions modify and supplement Section 00 72 00 -General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning as s igned to them in th e General Conditions, unless specifically noted herein . Mod ifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents . SC-3.03B.2, "Reso lving Discrepancies" Plans govern over Specifications . SC-4.0lA Easement limits shown on the Drawing are approximate and were provided to establish a bas is for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to th e lin es shown on the Contract Drawings . SC-4.0lA.l ., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of Jul y 13 , 2022: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER NONE TARGET DATE OF POSSESSION The Contractor understand s and agrees that the date s listed above are estimates only, are not guaranteed, and do not bind the City . If C ontractor considers the final easements provided to differ materiall y from the representations on the Contract Drawings , Contractor s hall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement lin e locations. SC-4.0IA.2, "Availability of Lands" C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IFICATIO N DOCU MENTS Revi sed March 9 , 2020 2023 Concrete Restoration Contract 2 C ity Project No. I 04 I 79 Utilities or obstructions to be removed, adjusted, and/or relocated 00 73 00 SUPPLEM ENTARY C ONDITIONS Page 2 of6 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of July 13 , 2022: EXPECTED OWNER NONE UTILITY AND LOCATION TAR GET DA TE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates onJy , are not guaranteed , and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A "None" Report No. _____ , dated ____ , prepared by "None", a consultant of the City, providing additional information on "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 . (I) City (2) Consultant: "None" (3) Other : "None" SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100 ,000 each accident/occurrence $100,000 Disease -each employee $500,000 Disease -policy limit SC-5.04B., "Contractor's Insurance" C ITY OF FORT WORTH STAN DARD C ONSTRUCTION SPEC IFI CATION DOC UMEN T S Revi sed March 9, 2020 2023 Concrete Re storation Contract 2 C ity Project No . l04179 00 73 00 SUPPLEMENTARY CON DITIONS Page 3 of6 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment -Aggregate Limits oflnsurance) makin g the General Aggregate Limits app ly 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., "Co ntractor'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 . $ I ,000 ,000 each acc id ent on a combined single limit basis. Split limits are acceptable if limit s are at least: $250,000 $500,000 $100,000 Bodily Injury per person / Bodily Injury per accident / Property Damage SC-5.04 D., "Contractor's Insurance" The Contractor's construction activities will require it s employees, agents, subcontractors, equ ipm ent, 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 shou ld 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 N I A N I A _x_ Not required for this Contract With respect to the above outlined insurance requirement s, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIF ICAT IO N DOCUMENTS Revised March 9, 2020 2023 Concrete Restoration Contract 2 City Proj ect No. I 04179 00 73 00 SUPPLE MEN TARY C ONDITIONS Page 4 of6 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 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: GC-6.07 2013 Prevailing Wage Rates (Heavy and Highway Construction Project) A copy of the table is also available by accessing the City 's website at: https://apps.fortworthtexas.gov/ProiectResources/ You can access the file by following the directory path: 02-Construction Docurnents/Specifications/Div00 -General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: "None" SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: "None" C ITY OF FORT WORTH STANDARD CONSTRUCTlON SPEC IFI C ATIO N DOCU MENTS Revi sed March 9, 2020 2023 C oncrete Re storation Contract 2 C ity Project No. I 04179 SC-6.09C. "Outstanding permits and licenses" 00 73 00 SUPPLEM ENTARY CON DITION S Page 5 of6 The following is a list of known outstanding permits and/or licenses to be acquired , if any as of July 13 , 2022: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION NONE SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" TARGET DATE OF POSSESSION During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations , Part 21 , as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2 . Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race , color, or national origin, in the selection and retention of subcontractors , including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3 . Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds ofrace, color, or national origin . 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto , and shall permit access to its books , records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations , orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation , as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to : a . withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b . cancellation , termination or suspension of the Contract, in whole or in part . 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt C ITY OF FORT WORTH STANDARD CO NS TRUC TIO N SP EC IFI CATION DOC UMENTS Re v ised March 9, 2020 2023 Concrete Restoration C ontract 2 City Project No . I 04179 00 73 00 SUPPLEMENTARY COND ITIONS Page 6 of6 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions includin g sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in , or is threatened with, litigation with a subcontractor or supplier as a result of s uch direction , the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such lit igation to protect the interests of the United States . Additional Title VI requirements can be found in the Appendix . SC-7.02., "Coordination" The individuals or entities li sted below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None None None SC-8.01, "Communications to Contractor" "None" SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is lretomiwa Otuyelu, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. SC-13.03C., "Tests and Inspections" "None" SC-16.0IC.l, "Methods and Procedures" "None" END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9 .01 ., "City's Project Representative " wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6 .07 , Updated the link such that files can be accessed via the City 's website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCU ME N TS Revised March 9, 2020 2023 Concrete Re storation Contract 2 C ity Project No. I 04179 PART 1-GENERAL 1.1 SUMMARY A. Section Includes: SECTION 0111 00 SUMMARY OF WORK 01 11 00 - I SUMMARY OF WORK Page I of3 1. Summary of Work to be perfonned in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include , but are not necessarily limited to: 1. Division O -Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division I -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials , and equipment, and performing all Work necessary for this construction project as detailed in the Drawing s and Specifications. B. Subsidiary Work 1. Any and all Wo rk 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 Premise s 1. Coordinate us es 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 publi c 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 , material s, a nd equipment for construction purposes may be stored in such space, but no more than is nec essary to avoid delay in th e construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Rev ise d December 20, 20 12 2023 Concrete Restoration Contract 2 City Project No. I 04 179 01 I I 00 -2 SUMMARY OF WORK Page 2 of3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks , the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division Oas well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2 . Do not store equipment or mate rial on private property unless and until the s pecified approval of the prop erty owner has been secured in writing by the Contractor and a copy furnished to the City . 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees , shrubbery, plants , lawn s, fences, culverts , curbing, and all other types of structures or improvements , to all water, sewer, and gas lines, to all conduits, overhead pole lines , or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper represe ntati ves of the owners or occupants of the public or private land s of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of th e beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual , or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be respon si bl e for al I damage or injury to property of any character resulting from any act, omission, neglect, or mi sco nduct in the manner or method or execution of the Work, or at any time due to d efectiv e work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b . Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provid e site sec urity. c. The cost for all fence work within easements, including removal , temporary closures and replacement, shall be subsidiary to the various item s bid in the project proposal, unless a bid item is spec ifically provided in the propo sal. CITY OF FORT WORTH STANDARD CONSTRU CTION SPECIF ICAT IO N DOCUMENTS Rev ised December 20, 2012 2023 Concrete Re storation Contract 2 City Project No. I 041 79 1.5 SUBMITTALS [NOT USED] 0 1 11 00 -3 SUMMARY OF WO R K Page 3 of3 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 Revi s ion Log DA TE N AME C ITY OF FO RT WORTH STANDARD CONSTRUCTION SPECIFJCA TI ON DOCUMENTS Rev ised Decemb er 20, 20 12 SUMMARY OF CHANGE 2023 Conc rete Restoration Contract 2 C ity Proj ect No. I 04 179 PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 25 00 SUBSTITUTION PROCEDURES 01 25 00 -I SUBSTITUT IO N PROCEDUR ES Page I of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is spec ifi ed by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalo g number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specificatio n Sections include, but are not necessarily limited to: 1. Division O -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 wi ll be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution -General 1. Within 30 days after award of Contract (unless noted otherw ise), the City wi ll 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 s ubstitutions 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, C IT Y OF FORT WORTH STANDARD CONSTRUC TION SPECIF ICAT ION DO CUMENTS Rev ise d Jul y I , 20 I I 2023 Co ncrete Restoration Contract 2 C ity Project No. 104179 01 2 5 00 - 2 S UBSTITUTION PROCE D UR E S b. Contractor proposes a cost and /or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution , including: a. Documentation Page 2 of 4 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 I) 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: I) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection I. 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. C ITY OF FORT WORTH STAN DARD CO NS TRUC TION S PEC IFI CATION DOCU M EN TS Rev ise d Jul y I , 2 01 I 2023 Concre te Re storation Contract 2 C ity Proj ect N o . I 041 79 01 2 5 00 -3 SU BST IT UT IO N PROCED UR ES Page 3 o f 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion , acceptance will require substantial revision of the original design d. In the City 's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED) 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified , and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] END OF SECTION Revision Lo g DATE NAME C ITY OF FORT WO RTH ST AN DARD CONSTRUC TI ON SP EC IFI CA TION DOCU M EN T S Revi se d July I , 20 11 SUMMARY OF CHANGE 2023 Conc rete Restoration Contract 2 C ity Proj e ct No. I 0417 9 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 01 25 00 -4 SUBSTITUTION PROCEDURES Page 4 of 4 TO: ___________________________________ _ PROJECT: _______________ DATE: __________ _ We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIBD 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 spec ified item. Submitted By: For Use by City Signature ____________ _ as noted Firm ______________ _ Address ____________ _ Date ______________ _ Telephone ____________ _ For Use by City: ___ Approved City ____________ _ C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Jul y I , 2011 Recommended Recommended Not recommended __ Received late By _________________ _ Date ________________ _ Remarks _______________ _ ___ Rejected Date _________________ _ 2023 Concrete Restoration Contract 2 City Project No. 104179 PART 1-GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 3119 PRECONSTRUCTION MEETING 01 3 1 19 - I PRECONSTRUCTION MEETING Page I of3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to c lari fy construction contract administration procedures B . Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division O -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 variou s items bid. No separate payment will be a llo wed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and supp li ers 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 wi ll be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held w ithin 14 days after the execution of the Agreement and before Work is started. a . The meeting wi ll be sched ul ed and admini stered 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 s uperintendent d. Any s ubcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH ST AND ARD CONSTRUCT IO N SPEC IF ICATION DOCUMENTS Revised August 17, 20 12 2023 Co ncrete Restoration Contract 2 C ity Project No. I 04179 e. Other City representatives f. Others as appropriate 4. Construction Schedule 013119-2 PRECONSTRUCTION ME ETfNG Page 2 of3 a. Prepare base line construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b . City will notify Contractor of any schedule changes upon Notice of Precon struction 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. J. Extra Work and Change Order Procedures Field Orders k . Di s posal Site Letter for Waste Material I. Insurance Renewal s m. Payroll Certification n. Material Certifications and Qua lity Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q . Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space E ntry 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 Warnin g System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb . Submittal Procedures cc. Substitution Proce dures dd . Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M /WB E or MBE/SBE procedures hh . Final Acceptance ii . Final Payment jj. Questions or Comments C IT Y OF FORT WORTH STANDARD CONSTRUCT IO N SPECIF ICATION DOC UM ENTS Revised August 17, 20 12 2023 Concrete Res toration Contract 2 City Project No. I 04 179 1.5 SUBMITTALS [NOT USED] 01 3 11 9 -3 P RECONSTRUC TI ON M EETING Page 3 of 3 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 Revi s ion Lo g DA TE NAME CITY OF FORT WORTH ST ANDARD CONSTRUCTION SPECIFICAT ION DOCUMENTS Revised August 17, 20 I 2 SUMMA RY OF CHANG E 2023 Co ncrete Restoration Contract 2 C ity Proj ect No. I 04 1 79 PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 31 20 PROJECT MEETINGS 01 3 1 20 - I PROJ ECT MEETINGS Page I of3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include , but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subs idiary to the various item s bid. No separate payment will be a ll owed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coord ination 1. Schedule, attend and administer as spec ified , periodic progress meetings , and specially call ed meetings throughout progress of the Work. 2. Represe ntatives of Contractor, s ubcontractors 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, Engin eer or Contractor. B . Pre-Construction Neighborhood Meeting I . After the execution of the Agreement, but before construction is a ll owed to begin , attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees C IT Y OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Rev ised Jul y I , 20 I I 2023 Concrete Restoration Contract 2 C ity Project No. 104 179 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule 01 3 I 20 -2 PROJECT ME ETI N GS Pa ge 2 of3 a . In general , the neighborhood meeting will occur within the 2 weeks following the pre-construction conference . b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City 's representatives f. Others, as requested by the Project Representative 5 . Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations , problems, conflicts c . Items which impede construction schedule d. Review of off-site fabrication , delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g . Revisions to construction schedule h. Progress , schedule, during succeeding Work period 1. Coordination of schedules J-Review submittal schedules k. Maintenance of quality standards I. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n . Review Record Documents o. Review monthly pay request C ITY O F FORT WORTH STAN DARD C ONSTRUCTION S PE C IFI CATI ON DOCU MEN TS Revi sed Jul y 1,201 I 2023 Co ncre te Resto rati on Co nt rac t 2 C ity Proj e ct No. 1041 79 p. Review status of Requests for Information 6. Meeting Schedule 01 31 20 - 3 PROJECT MEETINGS Page3 of3 a. Progress meetings will be held periodically as determined by the Project Representative . 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location . I) To the extent practicable , meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT ION DOCUMENTS Revi sed July I , 201 I SUMMARY OF CHANGE 2023 Concrete Restoration Contract 2 City Project No. I 04 179 0 I 32 16 - I C ONS TR UC TION PROGRESS S CH EDULE Page I of I 0 I SECTION 01 32 16 2 CONSTRUCTION SCHEDULE 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A Section Includes: 6 1. General requirements for the preparation , submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0-Bidding Requirements , Contract Forms and Conditions of the Contract 14 2. Division I -General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality , cost-effective 17 infrastructure to its citizens in a timely manner. A key too l to achieve this purpose is a 18 properly structured schedu le with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry . 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedu les for use by the 25 City in project delivery . The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsibe 29 for developing and updating the schedule and preparing status reporting as required by 30 the City . 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A Measurement and Payment 33 1. Work as sociated with this Item is considered subsidiary to the var ious item s bid . 34 No separate payment will be allowed for this Item. 35 2 . Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoice s until Contractor achieves said c o mpliance. 37 1.3 REFERENCES 38 A Project Schedules C ITY OF FORT W ORT H STANDARD CONSTRUCT ION S P EC IFI CATI ON DOCUM ENT S Rev ised Aug us t 13, 2 02 1 2023 Conc rete Resto rati o n Contr act 2 C ity Project No . I 041 79 I 2 3 4 5 6 7 8 9 LO 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. 0 1 32 16-2 CONS TRUC TION PROG R ESS SCHED ULE P ag e 2of 10 Each project is represented by City 's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Co nt ractor to perform construction of the Work, the Contractor will develop and maintain a schedule for their scope of work in alignment with the City 's standard schedu le requirements as defined herein . The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Contro l Specialist and approved by the City's Project Manager. 1. Master Project Schedu le The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountab le for oversight of the development and maintaining a master project schedu le for each project. When the City contracts for the design and /or construction of the project, the master project schedu le will incorporate e lements of the Design and Construction schedules as deemed appropriate by the City 's Project Control Specialist. T he assigned City Project Contro l Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2 . Construction Schedu le The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor 's contractual requirements. The Contractor w ill 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 w ark. Contractor will issue current, accurate updates of their sched ul e (Progress .Schedule) to the City at the end of each month throughout the life of their work . 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 Proj ect Manager determines the appropriate schedu le 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 ". 1. Tier 1: Small Size and S hort Duration Project ( design not required) The City develops and maintains a Master Project Sched ule for the project. No schedule submittal is required from Contractor. City's Project Contro l Specialist acquires any necessary schedu le status data or information through discussions with the respective party on an as-needed basis. 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 e lements 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 Regard less of Duration C ITY OF FORT WORTH 2023 Co ncrete Re storati o n Contract 2 City Proj e ct No. 104179 ST ANDARD CONSTR UCT ION S PECIF ICATION DOC UMENT S Revi sed Aug ust 13 , 202 1 0 I 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 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 utilize s 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 s ubmits each schedule type to fulfill their 13 contractual requirements. 14 15 16 17 18 19 20 21 22 23 24 25 26 1. Baseline Schedule The Contractor develops and submits to the City , an initial schedule for their scope of work in alignment with this s pecification . Once reviewed and accepted by the City , it beco mes the "Baselin e" sc he dule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order is s ued by the City. In the event progress is significantly behind schedule, the City 's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progres s. An example of a Baseline Schedule is provided in Specification O l 32 16.1 Construction Project Schedule Baseline Example. 27 2. Progress Schedule 28 The Contractor updates their sc hedule at the e nd of each month to represent the 29 progress achieved in the work which include s 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 r eferred 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 O I 32 16 .2 Construction Project Schedule Progress 38 Exam ple. 39 D. City Standard Schedule requirem ents 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for deliv ery of a project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFI CATION DOCUMENTS Rev ised August 13, 202 1 2023 Concrete Restoration Contract 2 C ity Project No. 104179 I 2 3 4 5 6 7 8 9 10 II 013216-4 CONS TRUC TION PROGRE SS S C HEDULE Page 4of 10 1. Schedule Framework -The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City's project number followed by the name of the project followed by baseline (if 15 a baseline schedule) ortheyearandmonth (if a progress schedule), as shown below. 16 17 18 19 20 21 22 23 24 25 26 27 28 • Baseune Schedule File Name Format: City ProjectNumber_projectName_Baseune Example: 1013 76 _ North Montgomery Street HMAC _ Ba seune • Progress Schedule File Name Format: City ProjectNumber_ProjectName_YYYY-MM Example: 101376_North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City ProjectNumber_ProjectName_PN_YYYY-MM Example: 101376_North Montgomery Street HMAC_PN_2018_01 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City's templates provided in 31 the City's document management system as the basis for creating their respective 32 project schedule. Specifically , the Contractor's schedule will align with the layo ut of 33 the Construction section. The templates are identified by type of project as noted 34 below . 35 36 37 38 39 40 41 42 43 44 45 46 47 • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersec tion Improvements (later) • P arks • Sto rm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rev ised August 13 , 2021 2023 Concrete Restoration Contract 2 C ity Project No. I 04 179 0 I 32 16 -5 CONST R UC TION PROGRE SS SCHE DULE Page 5 of 10 I The City 's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City 's eight standard holidays (New Years , Martin 3 Luther King , Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor 's 7 calendar must be resolved prior to the City 's acceptance of their Baseline project 8 schedule . 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a s umm ary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4 .H below . 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution " that 24 delineates the activities associated with the various components of the work. 25 26 2. Co ntractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will includ e additional milestones 28 representing int ermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS . Activity desc riptions should adequately 34 describe the activity , and in some cases the extent of the activity. All activities are 35 logically tied with a pr edeces sor and a successor. The only exception to this rule is for 36 "project start" and "project finish " milestones. 37 38 39 40 41 42 43 The activity duration is based on the phys ical amount of work to be performed for th e s tated activity, with a max imum duration of 20 working days OR a continuous activity in one location. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requir es review and acceptance by the City 's Project Control Specialist. 44 J . Change Orders 45 When a C hange Order is issued by the C ity, th e impact is incorporated into the 46 previou sly accepted baseline sc hedule as an upd ate, to clearly s how impact to the 47 projec t timeline . The Contractor submits this updated baselin e schedule to the City for C ITY OF FORT W ORTH STANDARD CONSTR UCT ION S P EC IFI CAT ION DOCUMENTS Revised Augus t 13, 202 1 2023 Concrete Restoration Contract 2 C ity Proj ect No. I 04 1 79 0 1 3216 -6 CONSTRUCT ION PROGRESS SCHEDULE Page 6of 10 2 3 4 5 6 7 8 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. 9 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. lO 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order. The coding for a new activity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order. Revisions to the baseline s chedule are not effective until accepted by 16 the City. 17 K City 's Work Breakdown Structure 18 19 WBS Code WBS Name 20 XXXXXX Project Name 21 XXXXXX:.30 Design 22 :XXXXXX.30.10 Design Contractor Agreement 23 XXXXXX.30.20 Conceptual Design (30%) 24 XXXXXX.30.30 Preljminary Design (60%) 25 XXXXXX.30.40 Final Design 26 XXXXXX.30.50 Environmental 27 28 XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits -Identification 29 XXXXXX.30.60.20 Permits -Review/Approve 30 XXXXXX.40 ROW & F.asements 31 XXXXXX.40.10 ROW Negotiations 32 XXXXXX.40.20 Condemnation 33 XXXXXX. 70 Utility Relocation 34 XXXXXX. 70.10 Utility Relocation Co-ordination 35 XXXXXX.80 Construction 36 XXXXXX.80.81 Bid and Award 37 XXXXXX.80.83 Construction Execution 38 XXXXXX.80.85 Inspection 39 XXXXXX.80.86 Landscaping 40 XXXXXX.90 Closeout 41 XXXXXX.90.10 Construction Contract Close-out 42 XXXXXX.90.40 Design Contract Closure 43 L. City's Standard Milestones 44 The following milestone activities (i.e ., important events on a project that mark critical 45 points in time) are of particular interest to the City and mu s t be reflected in the project 46 sc hedule for aU phases of work. 47 C ITY OF FORT WORTH STANDARD CONSTRU CT ION SPECIF ICATION DOCUMENTS Rev ised August 13 , 202 1 2023 Concrete Restoration Contract 2 City Project No. l04179 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 0 I 32 l 6 -7 CONS TRUC TION PROGRESS SC HEDULE Activity ID Activity Name Design 3020 Award Design Agreement Issue Notice to Proceed -Design Engineer Design Kick-off Meeting Page 7of IO 3040 3100 3120 Submit Conceptual Plans to Utilities, ROW, Traffic , Parks, Storm Water, 3150 3160 3170 3220 3250 3310 Water & Sewer Peer Review Meeting/Design Review meeting (technical) Conduct Design Public Meeting# 1 (required) Conceptual Design Complete Submit Preliminary Plans and Specifications to Utilities , ROW, Traffic, Parks , Storm Water, Water & Sewer Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre-Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 39 1.4 SUB1\11TIALS 40 A Schedule Submittal & Review 41 The City 's Project Manager is res ponsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 43 the Contractor 's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 C ITY OF FORT WORTH STANDARD CONSTR UCT ION S P ECIF ICATION DOCUMENTS Revised August 13, 2021 2023 Concrete Re s to ration Contract 2 City Project No. 104 179 1 2 3 4 5 6 7 8 9 IO II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1. Schedule Format 0 1 321 6 -8 CONS TRUC TION PROGR ESS SCHEDULE Page 8 of 10 The Contractor will submit each schedule in two electronic forms , one in native file format (.xer, .xml, .mpx) and the second in a pd/format, 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 .xis or .xlsx format in compliance with the sample layout (See Specification 013216. l 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 Specialis t 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 five 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 of each 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 Specialis t 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 • Activitie s added or deleted • Ex pected Baseline Finish date • Varianc e to the Baseline Finish Date C ITY OF FORT W O RT H STANDARD CONSTRUCT LON SPECIFI CATION DOCUMENTS Rev ised Aug ust 13, 202 1 2023 Concrete Resto rati on Contract 2 C ity Proje ct No. 1041 79 0 1 32 16-9 CONSTRUCTION PROGRESS SCHEDULE Page9ofl0 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification O 1 32 16 .3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progres s Narrative should be concise and complete 7 to include only changes, delays , and anticipated problems. 8 9 C. Submittal Process 10 11 • Schedules and Monthly Construction Status Reports are submitted in in the City's document management system in th e location dedicated for this purpose. 12 13 14 • 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. 15 I. 16 1.5 ACTION SUBMITIALS/INFORMA TIONAL SUBMITIALS [NOT USED] 17 1.6 CLOSEOUT SUBMITIALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITIALS [NOTUSED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of sin1ilar complexity. 22 B. Schedule and supporting docum ents addressed in this Specification shall be prepared , 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quaLity of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SllE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec O l 32 16 .1 Construction Project Schedule Baseline Example 31 Spec O 1 32 16.2 Construction Project Schedule Progress Example 32 Spec O 1 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT ION DOCUMENTS Revised August 13, 202 1 2023 Concrete Restoration Contract 2 City Project No. 104 179 2 PART 2 -PRODUCTS [NOT USED] 3 PART 3 -EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log 013216 -1 0 CONST R UC TION PROGRESS SCHEDULE Page !0 of 10 DATE NAME SUMMARY OF CHANGE 6 8/13 /2021 Mic h ae l O~n Rev ised to update s p ecification re quire m e nt s and e liminate duplicate schedule ~p ecificat ions. CITY OF FORT WORTH STANDARD CONSTR UCT ION SPECIF ICATION DOCUMENTS Revi sed Aug us t 13, 202 1 2023 Conc rete Restoration Contract 2 C ity Project No. I 04 179 01 32 16 .1 CONSTRUCTION PROGRESS SC H EDUL E-BAS ELINE EXAMPL E Pa ge I of5 l SECTION 01 32 16.1 2 CONSTRUCTION SCHEDULE -BASELINE EXAMPLE 3 PARTl-GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a "baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 01 32 16 Construction Schedule for details and requirements regarding the 9 Contractor 's project schedule. 10 11 12 ]3 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 C ITY OF FORT WORTH STAN DARD CONSTRU CTI ON S PEC IFICAT ION DOCU M EN TS Re vi sed Augu st 13, 20 2 1 2023 Conc rete Re storation Contract 2 City Project No. I 041 79 ;:ocnn (1) -l -< > -l v:· z -< 8. Cl 0 > ;i:,-r-i C ;:,::, ""'1 qg 00 !4 n ~ -0 ;•' z ::E N Cl} 0 0 -l ;:o N ;:o-, -?S :r: -l 0 z Cl} -0 rn Q ..,, 0 ::'.i ~ 0 0 n C ~ rn z -l Cl} N s l;.) n 0 g ~ n ,; q ";;' -0"' ..., 0 ~..., (b . ~ g. o· z= oQ -::, '.i2 c:; -~ _, -'-DN CFW-Integrated Program I Project Schedule Data Date : 30-Mar-18 MUMl.YIU 1-\UNllfl'tOrne I uul ~ I ~art t-rn1st1 ncuecesscJ SUa:eSSOfS otal :lUl~ t :.?Ull:J Ao« ML A J M I J p;i!,Al _sJ _ci[ii J o Jj Fl M! 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C IP -0 1B -N ei ghbo rh ood Street Cons truc tion Baseline Sch edu le Example ~ n 0 z Cl} -l ;:o C n -l 0 z -0 ;:o 0 0 ~ Cl} Cl} Cl} n :r: rn 0 ~ r rn I co ► Cl} rn ~ z rn -0 rn "' ~ '.:: 00 (1) N ~ ~ 0 -0 -...., r °' V, rn :... ;:,:, cn n (1) -l - < > -l en· z -< g_ 0 0 ~ c;'.; ~ ~ 60 ~n~ -0 .w Z :E N Cl) 0 0 -l;:,:, ~ ~ -l n :c -l ~ C/) -0 tTl Q "Tl n ~ ~ 0 8 C s:: tTl z -l C/) N :3 w Q ::, (> ri n" q ·~ -0 "' ... 0 .::? ... n ·~ ~ o· z = c:, Q -::, O ,:;' -IS-., -(> _,- "'"" CFW -Integrated Program Project Schedule Data Date: 30-Mar-18 3100 ·-3210 _, Street 2 ComJjete -&Stam -3220 =t:TempWeter ---__ 3230 L"(8"weter_:"'I~ 3240 Temp Pa.irlg Rep,ir Pwlng ----3250 - ~ 0 s ! i .~ 1~__:2:1 l 1~10 !_3110.30 13100 _j------1:.. 02-No-,-18 03-Doo-18 3180 1.:.200 77 +--27-Nov-18 : 10-0ec>18 ; ~00 J 3210 ·-L-TT ~~200 8510 77 :l(}Auo-18 24-0ec· 18 67 :l _3(},.,...Aug--1~8--~· ~.;;~-.....1.-·· l.. 67 . ···•···T·· T :-····· . -----· -r ········:··········:··········i····· 13 13 :l(}Aug-18 1SSep-18 ·-----,. 0 ! : ! ! r,i7 4 3 0-Aug-18 ! O&Sep-18 j_§o '3230 1 0 ... ········1···· . 1········•· ........ ·1··········1··········1 + s 1 8° .l-oisei>18 t 11-sep-18 3220-~ ---. 0 ! ! ! ! ! 1 . 1 .,_ 1SSep-1 8 ~ep-18 ~ 1 250. 33w"1 a ........... L.... . L ................ L ....... L ....... L ............ . 50 50 12-0d·18 24-0eo-18 67 : : : : : :S ,......5---"im"is 67 [ ' ' [ ' ,, ____ ..,~-~"·--------------------+-,,5-1-5,-1-·18 "i ~ 20 c-26-0d--:w J: ~,8 _l"§ro -~200 -a~ ... ········r···t ·1rt· ........... T·······r ········1 3260 S1et:lizJija, 3270 PfNi119 -- ... ~ 20 1~ 1.:_-0eo-,0 I 3270 3290 _ ~ 1 1 , , , ~~-1-11-0eo-_1_8_ I ~~~:-,!: -i; _ ~ ... ·······-i······ ··i········ ...... ·i··········i·······---i··········•····· ,34-134....i.,~1a -F o1.,..?".19 -o ; ; ••••••• [ ; ; 3280 FlalWak 3 290 Cleen up 3300 Slr8Ei 3 CCrn j;jete -· -&Stam ll9 69 1~18 27-0eo-1 8 0 ; ! ; ! : = ::::,rose-II !": !-~~!;: 1!:::'!;:,8~ =t::...:.i -~ .. ········r···· . : .................. , .. ···-· , ......... , ·········•···•· .. -----------------~--~ -~ ---➔1---.l--' 3340 ~a-s-,-_1:nes~&L·~."'d ~~-------+-~+20 1-30-0d·18 28-N<N·18 3330 ____ o ! ! ! ! ! 3330 Temp Pa.iogRepei r ----3 ,· 3 . 25-0cl·18 29-0ct·18 {3320 _:I ... ········L.··••···<~·· ··•···· .; .......... ; .......... ; ..........•..... 3350 L"(8"5-Lmes L•3212&L·8355"1dSeM:85 _____ . 15 1 15 29-NoY-18 19-0eo-18 3340 -j 3360 0 : ; ; : ; -~ Temp P~gRep<ir ___ -----1 =£:l ~ ::.~ ~ ~·· ······+·······;-....... ········+······+·······j·········•····· ~:~ ~=:~ -------. ~~_G~_,__;::_;;_ ~:~: = j _J ........... ; .......... ;.......... . .: .......... : .......... : ............... . 3390 -rr,.,.;ng 20 20 . ~eb-19 04-M<r·19 13380 0 : : : : : 3400 t Flet Wak _________ 20 20 261'.;;:;9 ~9-r-3390 I 3410 i' 0 ! ! ! ! i ~10 0.!Jl up I 10 10 19-Ma'·1 9 01·A?"·19 3400 I 3420 0 ! ! ' ! i 3420 CStre<i4Compe(Q'Substa1ti,•eompeie ~------1 o o -01.;.?"·19 E_ffi ,o -o ·· · ········1··········1·········· ········ ·· ······t ·········1·········---···· ~ --276 276 03-M:!y-18 O>,l Jn-19 . -~ l i l i ; -a£ ftnfll(ldi~ _ _ _ _ __ _ l i'.IT276To3-May-10 I os.~1?...L I _[ ~ ... ~· . . . ..L. ....... L .... . 8500 Tinspedion 8510 j Final ln,;,edial 8520 I COrnj;j<(e Punch UstTa!iks -Actual W:>rk ♦ ♦ Milestone -Remainn ... -Remaining Work ♦ ♦ Critxal Mies:one -Actual Lev •.. -Crti:al Remaining W:>rk ♦ ♦ Completa:I Miestone -Project Ba ... 8530 CIP-OlB -Neighborhood Street Construction Baseline Schedule Example FORT WORTH«. ---...,..--- n 0 z C/) -l ;:,:, C n -l 0 z -0 ;:,:, 0 Cl ;:,:, m C/) C/) C/) n :c tTl 0 c:; r m I c:, > C/) tTl r :i tTl ;? ~ 0 (JQ - (1) <.,.) w N 0 -0 -...., r"' V, tTl :... ;;o Cl) 0 <> -l -< >--l ;;;· z-< 8.. 0 0 >-~.,, C "Tl ~ 0 !!!.O:'.:j -0 .w z ~ N C/l 0 0 -l ;;o N ;,;:> -l -x:r: -l 0 z Cl) -0 tTl Q .,, n ~ 0 z 0 0 0 C 3:: ~ -l Cl) ~ N w Q ::, (> @ o<>' Q;;o <> -0 "' ~ 0 ~ ~ ,.· 0, ~ g-z = c:, Q -::, 0 q- -1>-0, -(> _, -\0 N CFW-Integrated Program Project Schedule Data Date : 30-Mar-18 ~I I '. : j i Ar-Bui SUW.y 5 5 00-..Un-19 12-J.Jn-1 9 25 , , L 9100 ~s-6uilStJl'l9f(Sum,itlodt:,,,Cootradcr) --------..) s T5 i.. 00-..Un-19 1 12-J.Jn-19 ? 1 9110 -=r. 25 .. ··········1········--1·····--··· ··········1·····•·· ~CbNoL( ----------------'135 135 oo-..t,;is . TT-Doc>1Q --+--,:-0 l : : . ., ...................... , .... . \···1 l ::: ~:;,ro;~t:,:-~•tool-· ---=---=· ~ · :=;-: ~~~:!-l =9 9 9110 :: · -··1 ·· ··········i··········(········ ··········j --9130 · • -------·------o::..+ o +---23-oa.19 9120 o l : ' . 9140 .)_FinalConstructiooContractln>Oi:ePei:l 1 ' 1 14-Nov-19 14Ncw·19 91'.lO 0 : [ ~--.j.Construdioo Cootradci""'d-------------o--t o-+---14No;•19 9140 9160 --o ·· ··········1··········(······--··········t·········j·········· 9160 I Lessons L8ffi18d -----1 1 17-Doo-19 17-Doo-19191 50 ~ O [ ! [ [ -------------_______ _.._ __ ---i,___ ' ' ' ' -Actual Work ♦ ♦ Milestone -Remainn ... -Remaining Work ♦ ♦ Critical Mies:one -Actual L.e.t ••• -Crtcal Remainn g Work ♦ ♦ Complete:! Miles:one -Project Ba ... CIP-OlB -Neighborhood Street Construction Baseline Schedule Example FORT WORTH~ ~ 0 ~ Cl) -l ;;o C 0 -l 0 z -0 ;;o 0 C) ~ Cl) Cl) Cl) 0 :r: tTl 0 p tTl I to >-Cl) tTl r z tTl -0 tTl '" ~o (JQ - <> <.,.) -I>-3:: N 0 -0 -..., r °' VI m ;_. 2 3 DATE NAME July20,20 18 M. Jarrell May 7, 202 1 MOwen C ITY OF FORT WORTH 0 1 32 16.1 CONSTRUCT ION PROGRESS SC H EDULE-BASELINE EXAMPLE Pa ge 5 of5 END OF SECTION Revision Log SUMMARY OF CHANGE lni tial Issue Rev ised name due to rev is in g the schedul e specifi cati on STANDARD CONSTRUCT ION SPECIF ICAT IO N DOCUMENTS Revised August 13, 202 1 2023 Concrete Restoration Contract 2 City Project No. I 04179 0 1 32 16.2 CONST R UCT ION PROGRESS SC HED ULE -PR OGRESS EXAMPLE Page I of5 SECTION 01 32 16.2 2 CONSTRUCTION SCHEDULE -PROGRESS EXAMPLE 3 PARTl-GENERAL 4 The following is an example of a Contractor 's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to a s a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification OJ 32 16 Construction Schedule for details and requirements regarding 9 the Contractor 's project schedule. 10 11 12 13 14 15 16 17 18 19 20 2 1 22 2 3 24 25 26 27 C IT Y OF FO RT WO RTH STAN DARD CONSTR UC TI ON SPEC IFI CAT ION DOCUMENT S Rev ised A ug ust 13, 202 1 2023 Concrete Res toratio n Contrac t 2 C ity Proj ect No. 104 179 :,:, Cll (l "'--l -< > --l vi" z -< 8. 0 0 >>"Tl =:,:, "Tl qg 00 ~n~ -0 _w Z :E N Cll 0 o--l;,:, N :,:, -l -x:i: --l 0 z Cll -0 tTl Q "Tl n ~ 0 z 0 8 C s:: ~ Cll N 0 N <.,; Q is cil O"° Q.1;' -0 V> ., 0 ~., C'tl. ;::a. ~ o· z" c::, Q -::, o--1>-., -~ -..J -\0 N CFW -Integrated Program Project Schedule Data Date: 30-Apr-18 me ~ 38 0 11 02-Ai:,-18 23-Moy-18 02-Ai:,-18A 16Mef-18 400 Aw"1l Ccmlrudia, Coolracl S te Wal<Througl 1 0 100!b I 02-Ai:,-18 f 02-Ai:,-18A 0 +--100!b-l 02-A!i-18 02-Apr-18 -+ 02-Ai:,-18A I 02-Ai:,-18A 8210 8230 8240 82 r S'M Pdluticn Preventi0f1 PIM (Cortrocior Prepare 8'ld &bnit) T Nctie,;~oct?raconstrudioo Meeting 10 + :-1- -t-;;; o_----1_~ 02-Ai:,-18 _ 13-Apr-18 __ +-02-~·18A j ~Ai:r-~ .• • 1 0 .....__2__00!b _l 17-Ai:,.:_18 r 17~r-18 17-Ai:,-18A __ 17-Ai:,-~ . Pricai~-Puti<Meding --0 100!b ~Ai:,-18 ~Apr-18 19-Ai:,-18A 19-Ai:,-18A I Pr..consrudicn 1 Moolizd;;;;;-..., ____ ,....._ a-c===~-=---=-=----11 _0% -,02-~·18 123-M>f-28 -~ ~Ai:,-18A _ b..~2B 50%~Ai:,-18 23-JM,,-18 18-Ai:,-18 A 16Me;-18 . ' ~ 83 iir-..1 ,_ _ ~ <nMoy-18 10-SeP:18 01-M,y-18 W-&Stonn --40 40 03-Moy-18 28-JJn-18 01 -M,y-18 26-J.Jn-1 8 3000 (coo-Start -o I O --0% -I 03-Mey-18 r · + 0 1-M,y-18 3010 l TempWaer -1 ~ 10 -0% -03-Moy-18 T 16-Moy-18 + 01-M,y-18 14-M>;-18 :: ~:,:;:~~-=----------. , ~1 ~ _: _ 1~~ !.:~::: ::;: .. ~::: ,..,,Ing 45 45 09-.U-18 10-Sep-18 05-.JJf18 . 06-Sep-18 3040 1~ -------------s ~ s 0% 7 09-.IA-18 i 3-JJf1s ~ C6jjf18 +-~a :ioso T _,oo ----1-5 1-s -r--0% 16-JJf18 20-JJHo -..... 12-JJf1 8-. 1s-JJ1-1s :JreO !P,.;r,g 30. 30 T 0% 23-.IA-18 31-Aug-111 19-JJf1 8 -, 29-Aui 1s · 3070 ]Fl!tWak -20 -20 -0% -. 06-Aui°18 ~g-18 -02-Aug-18 -29-Aug-18 3080 Clei:r,up _ _ __ ____ __ __ J ~~-10 :_ w: __j 27-Aug-1 8 ~p-18 -=-{ 2~ug-18 .: 06-Sep-18 : 3090 Street 1 Can~ete 0 0 0% j , 10-Sep-18 ' 0!>Sep-18 Slnlet2 113 113 " 29--.li>'18 10-Da c-18 27-.J.Jo.18 06-Dec-18 Wntr&Stonn ~ 63 63 29-JJn-18 27-Sep-18 27-.J.Jo.1 8 25-Sep-18 3100 J.:..empWaer ---------1 10 1 0 -0% ~18 13-JJf18 2~18 -11.JJf18 3110 l J.a,,8"~':"1dse..':'.'.:"'5 -__ _ ~L-15~-0% __ ~-18 _ 03-~_?-1 8 ___ _1 -~_'::_8 >-~-1-Aug-18 _ 3120 TempPe,ing Repar 5 5 . 0% 06-Aug-18 10-Aug-18 r 02-Aug-18 . 08-Aug-18 ------------+---'----+--'---!---+----"--3130 1L8f 8"Sewllr"1dSer.io,s 8 8 0% 13-Aug-18 09-Aug-18 20-Aug-1 8 _ 314 0 fr ernpPMlgRepjr . _----~-s '-__ ~_23-Au~8 21-~ug-18 ~-~2 7-Aug-18 3150 7"s tamCran &Slructures , 20 ' 20 0%j 30-Aug-18 28-Aug-18 : 2SSep-18 Pivtio · -.is 45 --OS-Oct--=-ie 10-0,0-18 . iii'.oct-10 -06-Deo-iii 316-0 T~ . ------------:rs 5 . -0% 05-Od-18 . ~1~ !Md -18 -~-0(;iii 3170 t StocAizaiai 5 5 . 0% 12-0d-18 18-Od-18 10-0d-18 ; 16-0d-18 -Actual\Nork ♦ ♦ Milestone -Remainn._ 0 , oJ 140 110 noi 110 ~ _2 __ , 67 ii 67 1 2 771 2- : : : : : I I I I I ' . ' ' . ' ' . . ' ' . ' ' ' ' . ' ' ' , I I I I I I I I I I I t I I I I l I ' ···1····-i---··------1-----1··---r-··- --.--···.··---------,-----,-----,---··◄·• ·:··1 : : : : ,, , f iTr -----------------·-----· l i 1 -----......................... . ----......................... . _________ ._ _____ .. _____ , _____ -- ----.j l l i ·: I 1 1 ···+··•··1···--!·····1·····<·· ----►-·r··:···--.-----:··-··◄·- l ! -Remaining Work ♦ ♦ Critical Mies:one -Actual Lev .. . -Crb:al Remainng Work ♦ ♦ Complete:! Milestone Project Ba .. . CIP-OlP -Neighborhood Street Construction Progress Schedule Example FORTWORTH~1 -----,.,- n 0 z Cll --l ;::, C n --l 0 z -0 :,:, 0 0 ~ Cll Cll Cll 0 :i: tTl 0 c:; r tTl I -0 :,:, 0 0 :,:, tTl Cll Cll -o rno ~ s; -"' w N ~ N 0 -o- ...., r °' V, tTliv ;,:, en n (1)..., -< >..., .;;· z-< g_ 0 0 >~'Tl " 'Tl ~ 0 ~n~ -0 ,w z::;::: ...., u, 0 o--l;,:, ...., ;,:, ..., -R:r: ..., ~ u, "O tT1 Q 'Tl 0 ~ g 0 0 n C: ~ ~ ..., u, z w Q = (") ri no Q~ "O "' ~ 0 .S! ~ a· g. z ;:, PQ -= ~c:t -~ -..J -"'...., CFW-Integrated Prog ra m I Project Schedule I Data Date : 30-Apr-18 jA<lMtylU t- KU.1V11yName 3180 PEMng _,-· _,sram uu t<U I t-'r1ysical 'Yo 11:L 1-'rOJect Start I !::SL f-'fotect f-n,sn CorTfllete irnSh I Jot.al l va~iance-HL ~ Fbat Fin ish Date 1'1'1JIJIA!'l9'19 JI ~ l"f !JI JIA!'l l 'lq JI 1 20 l 20 _ ~ ~~8 15-No\'-18 I 17-0d-18 j 13-No,,.18 i 771 2 j : : : ---+ H1~ _; -1~;::: -i ~:z~: t ;::: ! __ -~ ___ u ___ J ___ .L ..... ------------,j,, 0 ...L o_ _ll'lb_ . ----~~-n ~-.... ~1~ 1 2---: : : ~·= ..... -. : ~: ::::: -~~~~;: -::~~~:-:;;: 6~-~ j ! ! r-3220_fi"emp-Wd.~e-,_~_~-_-_-_-_-__ --·· _ _ __ 4-_4 .~-ll'lb •• -t-----c 28-Al)9-18 _1_~•Aug-18 i 01·-·_: ··r·--··r·····1··-··<·- 3230 l la/8''wa«mservices 8 I 8 O'lb 04-Sep-18 1~ep-18 0 2 : : : 3240 j TempPa;ingRepar ---1 ;, <1% T 14-Sep-18 14-Sep-18 1 o, 2 -: j j j ~ -50 -50 -24-D>o-1a • -,0-0ct.1a 20-0ec-1a tir 2 ·r·--·--· ··,·····r····-,-·-··•·· I 3250 ~~ ------~--~ 5 ~ O'lb 18-0ct·18 10-0d·18 1 16-0d:·18 671 2 , : : : ~~g :~~ ----------------. ___ , : D -: 25-0d·18 --~::::: I =::: -:;, ~--·--· +-·+····; '_32!30 FlaWak ------------------l 20 I 20. t-O'lb 1&1-Jo,,.1a -=!-14Nw-1s J: ,w;:;;::;-a ·1~ ;-! ! 1 _3290;;---t;Cl>"'u_P __ _ __ ___ [10:B .o __ ll'lb 11-0eo-1~-~7-0e~ 20Dec-18 ~--.L ... [ ..... L. .. , .. 3300 ~~eet3Gani,jete __ ..,,_. ___ ..,_,,__._,.. O O ll'lb · 20-Deo-18 • ....!?.L 2 : : : Slnllt4 ---. . 134 134 1ii:sep-18 01-Apr•19 ·11 ----: : : -Sep-18 2SM!r•19 -----':Ill~ -· ,11111 ~ -~-= -'::" '"'"' ... -----. --~&Stam 69 69 1!.Sep-18 27•D>o-18 11 --· -Sep-·; 8 2W.C: 1 8 3310 7 fempl'l.j.;-----------. ---5""""T5 oiii.-1 i~~~Sep-1s --r 11-- 3320 La/8"wa«mservices 20 20 O'lb 27.s,,p.1s 24-0ct·18 ! 2! -Sep-18 --2~8 I -Sep-18 22-0d·18 ---+---------------------+---+------I I i 3330 TempPa;ing Repar 3 3 O'lb 25-0d:·18 29-0ct·18 23a . 20 20 ll'lb 30-0c1.1s . ~.1s :i&No,,.18 ol 2 . I ' .. ; .... -fu ... ·+·+·>--·-·•·····'·····•·· lcl·18 25-0d·18 3340 I La/ 8" s....,, LJn~L·3203 & l·~ and Se~ 3350 La/ 8" S-LJnes L·3212 & L-8355 a-id Services 3360 Temp Pa;ing Repar ---f157,s ci% i 29lb<-10 • -t-~-t-11-0eo-1s I -=--tt.-2·- __=.] s I s I ci% ~s -r 18-0eo-10 [ ~10 1 o· 2 - _ f'llvllV .----------~----------60 60 07•.l>l-19 [ 03-Jm-19 21Wer·19 . 2 337~Excavaioo 03-Jm-19 16-Jon.19 2 : 3380 Sta:izaioo 17-Jer>-19 31-.IID-19 I 2 i i : .~~~---------20 20 0% . 2&Fd>19 ~~: _o;~ ~~%-, ~-= · ··· ··-r·-· ·r··r··+ I 3410 O,an up 10 10 ll'lb 1%1ai-•19 01-Apr•19 1~a-•19 2SM!r•19 2 : : I 3420 -T street4Coolpets'Suwaitecani,jete O ·1 0 (1% --01-Apr•19 23Mlr·19 ~ 2 --..• --··1··· --···(·-<·· . 276 ~18 05-.IJn-19 01-M,y-18 03-.IJn-19 0 2 ' : m ll'lb 1~10 125-Ma--19 7oi -M,y-1s 1 21-Ma,-19 s 2 i -+-ccc-+---c-,--, ll'lb 02-Ai:,•1915-Apr•19 -r 29M .. ·19 T -1~i-OJ 2 --·--· 03-.IJn-19 0 2 _21-Mar-19 ,-~ 11·Ai:<·19 I 01 2 23-May.19 I ol ~ -t 0% I 11>Ai:<·19 128-Ma;-19 I 12·Ai:,-19 I 23-May.19 I 01 2--1 1 O'lb 05-.IJn-19 -i-03-.IJn-19 0 2 -30 30 0 I 0 03-.IJn-19 0 2 -Actual Worl< ♦ ♦ Mileston e -Remaini1 ... f Ol!_T ;.OJTI!, -Remaining Worl< ♦ ♦ Critical Mie&one -l•,ctu al Lev ... -Crtcal Remain n g Worl< ♦ ♦ Complete:! Milestone -Project Ba ... C IP-01P -Neighbo rhood S tr eet Construction Pro gress Schedule Example n 0 z u, ..., ;,:, C: n ..., 0 z "O ;,:, 0 0 ~ u, u, u, n :r: m 0 p m I "O ;,:, 0 0 ;,:, m u, u, "O tT1 0 ~ ~ -(1) w w ~...., 0 "O -...., r °' V, CTlN ;:c eno Cl> -l - :'.':. ► ~ g_ 80 ► ~.,, C: .,, ~ 0 ~ 0 ::l -0 .w z ~ "'en 0 0 -l ;:c "';:c -l -f5 :r: -l ~ en -0 m Q .,, n ~ 0 z 0 0 0 C ~ m ~ en "' 0 "' t.,; Q ::, 0 @ 0;:; ~-~ -0 "' ., 0 ~., (I).~ 0 -· -0 z ::, 0 Q -::, o~ .i,.@ -0 _, -'D"' CFW -Integrated Program Project Schedule Data Date : 30-Apr-18 me 8SlO Flll8i Wel<Tlvalgl fcr Compl,led Puncll List Tasks 1 tnspeclion O,!l>OU! Ccnlrudlan c«uactClollMxlt --, i 9~ As-Suit sorvev (Soomittedt¥ Coo\rada) Cortnct c- 9110 contn,d R9C(Y1cilel on ----l -----· -- 135 135~ 5 5 sJ s 135 135 30 T 30 -------~ -+--- CJ>.IJn-19 17-Deo-19 17-Deo-19 :m5:,19 04-.1.Jn.19 10-J.m-19 rl ---:----- i I ~ Sutmittals (Prqed Oosoout Docum"1laoon) I 9130 .-NcticectComp\ooon/GmenSheot ----------1-38 ~1 ____ .,_ __ _ 0 , 0 . __j. 17-.IJ~19 1 09-Sep-19 21-0d-19 -----r--l----1 9140 . Fra Consrudioo <:oroira1 ln"'"'9 Pad 9150 Construdioo Conlmd Oo!Bd 9160 'Lessons Learned---1 ' 1 -....... o+a -·t-+--1 -Actual \No rk ♦ ♦ Milestone -Remainn ... -Remaining Work ♦ ♦ Critical Mletone -Actu al Le/._ -Crk al Remainn g \Nork ♦ ♦ Comp leted Mile&one -Project Ba ... 1:.NoY-19 ~ 0 7-:.. --I 12-Na,,.19 T -0 -+,m,0-19 -+ ~o;;:,9 r-o -~-=1·1---1--··T·m ·----•-,-- CIP-OlP -Neighborh ood S tree t Construction P rogress Schedule Ex am ple FORT WORTH* ~ () 0 z en -l ;:c C 0 -l ~ -0 ;:c 0 0 ~ en en en 0 :r: m 0 C r m I -0 ;:c 0 0 ~ en en -0 mo "' ~-°" Cl> .,,, ~~ 0 ..,., r °' V, m;.., 2 3 DATE NAME Jul y 20 , 20 18 M. Jarrell May 7, 2021 MOwen C ITY OF FORT WORTH 0 1 32 16.2 CONSTRUCT ION PROGRESS SC H EDULE -PROGRESS EXAMPLE Page5 of5 END OF SECTION Revi s ion Log SUMMARY OF CHANGE Initi a l Iss ue Revised name due to revising the schedul e specification STANDARD CONSTRUCTION SPECIFI CATION DOCUMENTS Rev ised August 13, 202 1 2023 Concrete Restoration Contract 2 City Project No . 104179 SECTION 01 32 16.3 01 32 16.3 -PROGR ESS NARRAT IVE Pag e 1 of 1 CONSTRUCTION P ROJECT SCHEDULE PR OGRESS NARRATI VE Reporting Period : Date Issued : Project Name: Contractor Company Name: City Project No : Contractor Schedule Contact: City Project Manager: A. List of activities changed in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C . List any actual delays and provide recovery actions 1. (insert text here) 2. (insert t ext here) 3. (ins e rt text here) City of Fo rt W orth, Texas Cons t ruction Project Schedule Narrative Report for CFW Projects Rev ise d August 13, 2021 Page 1 of 1 2023 Concrete Re storati on Contr act 2 C ity Proj ec t No. I 04179 PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 32 33 PRECONSTRUCTION VIDEO 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. 01 32 33 -I PRECONSTR UCTION VID EO Page I of2 C. Related Specification Sect ion s include, but are not necessarily limited to: 1. Divi s ion 0-Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement a nd Pay ment 1. Work associated with this Item is considered s ubsidiary to the various item s bid. No se parate payment will be allowed for thi s Ite m. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction v ideo of the si te/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide dig ital copy of video upon request by the City. 2. Retain a copy of th e preconstruction video until the end of the maintenance s urety period . 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS [NOT USED] C ITY OF FORT WORTH STANDARD CONSTR UC TION SPEC IF ICAT ION DOCUMENTS Revi sed Jul y I , 2011 2023 Concrete Restorat io n Co ntract 2 C ity Project No . I 04179 PART 3 -EXECUTION [NOT USED ] END OF SECTION R evi s ion Lo g 0 1 32 33 -2 PRECONSTRUCT ION VID EO Page 2 of2 DATE NAME SUMMARY OF CHANG E C ITY OF FORT WORTH STANDARD CONSTR UCT ION SPECIF ICATION DOCUMENTS Rev ise d J uiy I , 20 I I 2023 Co ncre te Res to rat io n Contrac t 2 C ity Proj ect No 1041 79 PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 33 00 SUBMITTALS 013300-1 S UBMJTTALS Page I of8 1. General methods and requirements of submissions applicable to the following Work-related submittals : a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 2 . Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid . No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal , of any deviations in the submittals from the requirements of the Contract Documents. 2 . Coordination of Submittal Times a. Prepare , prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections , of the Specifications. b . Contractor is responsible such that the installation will not be delayed by proces s ing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testin g d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activiti e s c . No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work . C ITY O F FO RT WORT H STANDARD CONSTR UC TI ON SPEC IFICATION DOCUMENTS Rev ise d Dece mb e r 20, 20 12 2023 Co nc re te Res to rati o n Contrac t 2 C ity Proj ect No. I 04 I 79 0 I 33 00 - 2 SUBMITTALS Page 2 of8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering I. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission , B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 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 I) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a . Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions C ITY OF FO RT WORTH ST AN DARD CON STRUCT IO N SPEC IFI CAT ION DOCU MEN TS Revi se d Decemb er 2 0, 201 2 2023 Concre te Resto ration Contract 2 C ity Project No . 1041 79 0 I 33 00 -3 S UBMI TTALS Page 3 of8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supp li er c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph( s) 6. Fie ld dimensions , clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on re s ubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limi ted 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 equipme nt inspection and test reports including: 1) Performance curves and certifications 1. 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) I) Such a s the manufacturer's product specification and installation instructions 2) Availability of colors and pattern s 3) Manufacturer's printed statements of compliances and app li cability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs C IT Y OF FORT WO RTH STANDARD CONST RUCT ION SPEC IF ICATION DOCUMENTS Rev ise d Dece mb e r 20, 20 12 2023 Co nc re te Res to rati o n Contract 2 C ity Proj ect No . I 04179 7) Standard wiring diagrams 0 I 33 00 - 4 SUBMlTTALS Page 4 of8 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: l) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed , materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting . 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than I hard copy of Shop Drawings returned , Contractor shall s ubmit more than the number of copies listed above. c. Product Data 1) Upload submittal to desi gnated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d . Samples I) Distributed to the Project Representative 2. Hard Copy Distribution (ifrequired in lieu of electronic di stribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20 , 20 12 2023 Concrete Re storation Co ntr act 2 City Project No . I 04 179 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals 0 I 33 00 -5 SUBMITTALS Page 5 of8 c) If Contractor requires more than 3 copies of Shop Drawings returned , Contractor s hall submit more than the number of copies listed above. b. Product Data 1) Di stributed 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 previou s ly specified. K. Submittal Review I. The review of shop drawings , data and samples will be for general conformance with the des ign 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 detail s, dimensions, and mater ial s c. Approving departures from detail s furnished by the City, except as otherwise provided herein 2. The review and a pproval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her re s ponsibility 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 respon s ibility therefore . 3 . The Contractor remain s responsible for details and accuracy, for coordinating the Work with all other associated work and trad es, for selecting fabrication proces ses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as s ubmitted d escribe variations and show a d e parture from the Contract requirements which C ity 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 C ity may return the reviewed draw ings without noting an exception . 5. Submittal s will be return e d to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN" is assigned w hen there are no notation s 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 C ITY OF FORT WORTH STANDARD CONSTR UCT ION SPEC IFICA TION DOCUMENTS Revi sed Dece mber 20 , 20 12 2023 Co nc re te Re storation Contract 2 C ity Proj ect No. I 04179 0 I 33 00 - 6 SUBMITTALS Page 6 of8 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 rel ease the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMlT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 I) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) 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. I) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative 's then prevailing rates . 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmiss ion 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 re serve s the right to not review submittals deemed partial , at the City's discretion. b . Submittals deemed by th e City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at it s 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 provid ed thereof to the City at least 7 Calendar Days prior to release for manufacture . CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revi sed December 20 , 20 12 2023 Conc rete Restoration Contract 2 City Project No. I 04 179 0 1 3300 -7 SU BMITTAL S Page 7 of8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City . 10. Each submittal , appropriately coded , will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as s pecified in individual Sections, include, but are not necessarily limited to , complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c . When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2 . Use the Request for Information (RFJ) form provided by the City. 3. Numbering ofRFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01 " and increasing sequentially with each additional transmittal. 4 . Sufficient information shall be attached to permit a written response without further information. 5 . The City will log each request and will review the request. a . If review of the project information request indicates that a change to the Contract Documents is required , th e City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] C ITY O F FORT WORT H STANDARD CON ST R UCT ION S PEC IFICATI ON DOCUM ENTS Rev ise d Decembe r 20, 20 12 2023 Conc re te Res to ra tio n Contract 2 C ity Proj ec t No. I 04 179 PART 2 -PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 013300-8 SUBMITTALS Page 8 of8 12/20 /2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOC UMENTS Revised December 20, 20 12 2023 Concret e Restoration Contract 2 City Project No . 104179 0 1 35 13 - I SPEC IA L PROJ EC T PROCE DURES Pa ge I of8 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART!-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 1. Dust Control 16 J. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Relate d Specification Sections include, but are not necessarily limited to: 20 1. Division 0 -Bidding Requirements , Contract Forms and Conditions of the Contract 2 1 2. Division 1 -General Requirem e nts 22 3. Section 33 12 25 -Connect ion to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payme nt 25 1. Coordination within Railroad permit areas 26 a. Measurement 27 1) Measurement for this Item will be by lump sum. 28 b. Pay ment 29 1) The work performed and materials furnish e d in accordance with thi s Item 30 will be paid for at the lump sum price bid for Railroad Coordination. 3 I c. The price bid shall include: 32 l) Mobilization 33 2) Inspection 34 3) Safety training 35 4) Additional Insurance 36 5) Insurance Certificates 37 6) Other requirements associated with general coordination with Railroad , 38 including additional employees require d to protect the right-of-way and 39 property of the Railroad from damage arising out of and /or from th e 40 construction of the Project. 41 2. Railroad Flagmen 42 a. Measurement C ITY OF FORT WORTH STANDARD CONSTRUCTIO N SPEC IFI CATIO N DOCUMENTS Revised March I I , 2022 2023 Concrete Re storation Contract 2 C ity Project No. I 04 179 013513-2 SPEC IAL PROJECT PROCEDURES I 2 1) Measurement for this Item will be per working day. b. Payment Page 2 of 8 3 4 5 6 7 8 9 I) 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. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items 10 11 12 a. Work associated with these Items is considered subsidiary to the various Items bid . No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1 . Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Departm e nt of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 3 1 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9 , Subtitle A, Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requireme nts . 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage-type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Eq uipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the hi g h vo ltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification s hall be given to: 44 1) The power company (example: ONCOR) CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revi sed March 11 , 2022 2023 Concrete Restoration Co ntract 2 C ity Project No. I 04 179 01 3 5 13 -3 SPEC IA L PROJ EC T PROCE DURES Page 3 of8 a) Maintain an accurate log of all such calls to power company and record 2 action taken in each case. 3 b. Coordination with power company 4 I) After notification coord inate with the power company to: 5 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 6 lower the lin es 7 c. No personnel may work within 6 feet of a high voltage line before the above 8 requirements have been met. 9 C . Confined Space Entry Program IO I. Provide and follow approved Confined Space Entry Program in accordance with 11 OSHA requirements. 12 2. Confined Spaces include: 13 a . Manholes 14 b. All other confined spaces in accordance with OSHA 's Permit Required for 15 Confined Spaces 16 D. TCEQ Air Permit 17 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ . 18 E. Use of Exp losives, Drop Weight, Etc . 19 1. When Contract Documents permit o n the project the fo ll owing will apply : 20 a. Public Notification 21 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 22 prior to commencing. 23 2) Minimum 24 hour public notification in accordance with Section O 1 31 13 24 F . Water Department Coordination 25 1. During the construction of this project, it will be necessary to deactivate, for a 26 period of time, existing lines. The Contractor shall be required to coord in ate with 27 the Water Department to determine the best times for deactivating and activating 28 those lin es. 29 2. Coordinate any event that wil l require connecting to or the operation of an existing 30 City water line system with the City's representative. 31 a. Coordination shall be in accordance with Section 33 12 25. 32 b . If needed , obtain a hydrant water meter from the Water Department for use 33 during the life of named project. 34 c. In the event that a water valve on an existing live system be turned off and on 35 to accommodate the construction of the project is required, coordinate this 36 activity through the appropriate City representative . 37 1) Do not operate water lin e valves of existing water system. 38 a) Failure to comply will render the Contractor in violation of Texas Penal 39 Code Title 7 , Chapter 28.03 (Criminal Mischief) and the Contractor 40 will be prosecuted to the full extent of the law. 41 b) In addition , the Contractor will assume all liabilities and 42 responsibilities as a result of these actions. 43 G . Public Notific ation Prior to Beginning Construction C ITY O F FO RT WORTH STAN DARD C O NS TR UC TI ON SPEC IFI CATION DOCU MEN TS Revi sed March 11 , 2 022 2023 C oncrete Res torati on Contract 2 C ity Proj ect No. I 041 79 0 1 35 13 -4 SPECIAL PROJ EC T PROCE DURES Page 4 of 8 1 1. Prior to beginning construction on any block in the project, on a block by block 2 basis, prepare and deliver a notice or flyer of the pending construction to the front 3 door of each residence or bu s iness that will be impacted by construction. The notice 4 shall be prepared as follows: 5 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 6 beginning any construction activity on each block in the project area. 7 1) Prepare flyer on the Contractor's letterhead and include the following 8 information : 9 a) Name of Project 1 0 b) City Project No (CPN) 11 c) Scope of Project (i.e. type of construction activity) 12 d) Actual construction duration within the block 13 e) Name of the contractor's foreman and phone number 14 f) Name of the City's inspector and phone number 15 g) City's after-hours phone number 16 2) A sample of the 'pre-construction notification ' flyer is attached as Exhibit 17 A. 18 3) City of Fort Worth Door Hangers will be provided to the Contractor for 19 distribution with their notice . 20 4) Submit schedule showing the construction start and finish time for each 21 block of the project to the inspector. 22 5) Deliver flyer to the C ity In s pector for review prior to distribution . 23 b. No construction will be allowed to begin on any block until the flyer and door 24 hangers are delivered to all residents of the block. 25 H . Public Notification of Temporary Water Service Interruption during Construction 26 l. In the event it become s necessary to temporarily shut down water service to 27 residents or businesses durin g construction, prepare and deliver a notice or flyer of 28 the pending interruption to th e front door of each affected resident. 29 2. Prepared notice as follows: 30 a. The notification or flyer shall be posted 24 hours prior to the temporary 31 interruption. 32 b. Prepare flyer on the contractor's letterhead and include the following 33 information: 34 I) Name of the project 35 2) City Project Number 36 3) Date of the interruption of service 37 4) Period the interruption will take place 38 5) Name of the contractor's foreman and phone number 39 6) Name of the City's in s pector and phone number 40 c. A sample of the temporary water service interruption notification is attached as 41 Exhibit B. 42 d . Deliver a copy of the t e mporary interruption notification to the City inspector 43 for rev iew prior to being distributed. 44 e. No interruption of water service can occur until the flyer has been delivered to 45 all affected residents and businesses. 46 f. E lectronic versions of the sample fl yers can be obtained from the Project 47 Construction Inspector. 48 L Coordination with United States Army Co rp s of E ngineers (USACE) CITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIF ICAT ION DOCUMENTS Revi se d March 11 , 2022 2023 Concrete Re storation Contract 2 City Project No. I 04179 1 2 3 01 3 51 3 -5 SP EC IA L PROJ EC T PROCED URE S Page 5 of8 I. 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. 4 J. Coordination within Railroad Permit Areas 5 6 7 8 9 10 11 12 13 14 15 16 1. At locations in the project where construction activities occur in areas where railroad permits are required , meet all requirements set forth in each designated railroad permit. This includes, but is not limited to , provisions for: a. Flagmen b. Inspectors c . Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage ari s ing out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines . 17 2. Obtain any supplemental information needed to comply with the railroad 's 18 requirements . 19 3. Railroad Flagmen 20 a. Submit receipts to City for verification of working days that railroad flagmen 21 were present on Site. 22 K. Dust Control 23 1. Use acceptable measures to control dust at the Site. 24 a . If water is used to control dust, capture and properly dispose of waste water. 25 b. If wet saw cutting is performed, capture and properly dispose of slurry. 26 L. Employee Parking 27 1. Provide parking for employees at locations approved by the City. C ITY O F FO RT WO RTH ST AN DARO CONSTRUCT ION S PEC IFI CAT ION DOCUMENTS Rev ised March 11 , 2022 2023 Concrete Res torati on Contract 2 C ity Proj ect No. I 041 79 0 1 35 13 -6 SPEC IAL PROJECT PROCEDURES Page 6 of8 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 -PRODUCTS [NOT USED] 10 PART 3 -EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B -Added requi rement of compliance with Health and Safety Code, Title 9. 13 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. Hi gh Voltage Overhead Lines. 1.4.E -Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG C lean construction 3/1 1/2022 MOwen Specification requirements. Clarify ne ed for Door Hangers under in ad dition to contractor notification of public. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IF ICATION DO C UMENTS Revised March 11 , 2022 2023 Co ncrete Restoration Co ntract 2 City Project No . I 04179 EXHIBIT A 0135 13-7 SPECIAL PROJ ECT PROCEDURES Page 7 of 8 2 3 4 5 (To be printed on Contractor's Letterhead) 6 Date : 7 8 CPN No .: 9 Project Name : 10 Mapsco Location: 11 Limits of Construction : 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 2 1 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT ION DOCUMENTS Revised March 11 , 2022 2023 Concrete Re storati on Contract 2 C ity Project No. I 04 179 2 3 4 0 I 35 13 - 8 SPEC IAL PROJECT PROCEDURES Date:------ EXHIBITB fORTWORTH® DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON __________ _ BETWEEN THE HOURS OF _________ AND _______ . IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: Page 8 of8 MR. ______________ AT ____________ _ (CONTRACTORS S.UPERINTENDENT) (TELEPHONE NUMBER) OR MR. ______________ AT ____________ _ (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, -------------~ CONTRACTOR CITY OF FORT WORT H STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Revised March 11 , 2022 2023 Conc rete Res toratio n Contract 2 C ity Proj ect No. I 04 179 01 45 23 TESTrNG AND IN SPEC TION S ERVI CES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 45 23 TESTING AND INSPECTION SERVICES I. 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 nece ssarily limited to: Page I of 2 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 re s ponsible 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 te sting by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in acc ordance with the Contract Documents . 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, wh e n testing is needed. b . When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed . 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City 's document management system , or another external FTP site approved by the City. C IT Y O F FO RT WO RTH STANDARD C ONSTR UCT ION SPEC IFI CAT ION DOCUMENTS Revi se d March 9, 2020 2023 Conc re te Res to rati o n Co ntract 2 C ity Proj ect No. I 04 179 01 45 23 T ESTING AND INSPECTION SERVICES Pa ge 2 of2 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 I hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each de l ivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection I. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL 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 Revi s ion Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V . Magana Removed reference to Buzzsaw and noted th at e lectroni c s ubmittals be upl oaded through the C ity's document management syste m. C ITY OF FORT WORTH ST AND ARD CONSTR UCT ION SPECIFICATION DO CUMENTS Revi sed March 9, 2020 2023 Co ncre te Restoration Contract 2 City Project No. l 04179 015000-1 T EMPORARY FA C ILI T IES AN D CO NTROLS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Page I o f4 1. Provide temporary facilities and controls needed for the Work in cluding, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services . b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, li ght, 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 C ITY OF FORT WORTH STAN DARD CONSTRUCT ION SPEC IFI CATIO N DOCU M EN TS Rev ised Jul y I, 2 0 I I 2023 Conc rete Re s to ration Contract 2 C ity Proj ect N o. 10417 9 01 50 00 -2 TEMPORARY FA C ILITI E S AN D C ONTROLS Page 2 o f 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City 's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions . B. Sanitary Facilities I. 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 su sceptible to weather damage may be on blocks off ground . 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification , inspection and inventory . 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance . D. Temporary Fencing I . Provide and maintain for the duration or construction when required in contract documents E. Dust Control C ITY OF FORT WORTH STAN DARD CONSTRUCT ION SPEC IFICATI ON DOCU MENTS Rev ised Jul y I , 20 I I 2023 Concre te Res torati on Contract 2 C ity Proj ect N o. I 04179 0 1 50 00 - 3 TEMPORARY FAC ILI TIES AND CONTROLS Page 3 of 4 1. Contractor is re spon s ibl e fo r maintaining du st control through the durati o n of the proj ect. a . Co ntractor re ma in s o n-call at all tim es b. Mu st respond in a timely mann e r F . T emporary Protection of Con struction 1. C ontractor or subcontracto rs are res po ns ibl e for protecting Work from damage du e to w eather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Fac iliti es 1. Mainta in a ll t e mp o rary fac iliti e s for durati on of con stru ction acti v iti es as neede d . 3.5 [REP AIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. T e mp o rary Fac iliti es C ITY OF FORT WORT H STANDARD CONSTRUCTION SPECIF ICAT ION DOCUMENTS Revised Jul y I, 201 1 2023 Concre te Restorati on Cont ract 2 C ity Project No. I 04 179 01 50 00 -4 TEMPORARY FAC ILI T IES AND CONT ROLS Page 4 of 4 l. Remove all temporary facilities and restore area after completion of the Work, to a condition equa l to or better than prior to start of Work . 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revis ion Log DATE NAME CIT Y OF FORT WORTH STANDARD CONS TRU CTIO N SPECIF ICAT lON DOCUMENTS Revi sed Jul y I, 20 11 SUMMARY OF CHANGE 2023 Conc rete Restoration Co ntract 2 C ity Project No. I 04179 01 55 26 -I STREET USE PERMIT AN D MODIFICATIONS TO TRAFFIC CONTROL Page I of3 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c . Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include , but are not necessarily limit ed to : 13 1. Divis ion 0-Bidding Requirements , Contract Forms and Conditions of the Contract 14 2. Division 1 -General Requirements 15 3. Section 34 71 13 -Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid . 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer t o the current refe rence s tandard 23 published at the time of the latest revision date logged at the end of this 24 s pecification , unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINIS1RATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor s hall minimize lane closures and impact to vehicular/pedestrian 30 traffic . 31 b . When traffic control plans are included in the Drawings , provide Traffic 32 Control in accordance with Drawings and Section 34 71 13 . 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plan s in accordance with Section 34 71 13 and submit to City for 35 review . 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2023 Concrete Re storation Contract 2 City Project No. I 04 179 0 I 55 26 -2 STREET USE PERM IT AND MODIF ICATIONS TO TRAFF IC CONTROL Page 2 of3 1 2) A traffic control "Typical" published by City of Fort Worth , the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxD01) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 s pecific project/s it e. 6 B. Street Use Permit 7 I . Prior to in stallation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Co ntractor 's res ponsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revi seTrafficControlplans inaccordancewithSection347113 . 18 2) Allow minimum 5 working days for review ofrevised Traffic Control. 19 3) It is th e Co ntractor 's re s ponsibility to coordinate review of Traffic Control 20 plan s for Street Use P ermit, s uch that construction is not delayed. 2 1 D . Removal of Street Sign 22 1. If it is determin ed 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 l. In th e case ofregulatory signs , replace permanent sign with temporary s ign meeting 27 requireme nts of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install t e mporary s ign before th e removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled , contact th e City Transportation and Public Works Department, Signs 32 and Markings Division , to re in stall the permanent sign. 33 F. Traffic Co ntrol Standards 34 1. Traffic Control Standard s can be found on the City 's website. 35 1.5 SUBMITIALS [NOT USED] 36 A. Submit aU req uired do c um e ntation to City 's Project Representative. C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised March 22 , 202 1 2023 Concrete Restoration Contract 2 City Project No. I 04 179 0 I 55 26 -3 ST R EET USE PERM IT AND MODIF ICATIONS TO TRAFF IC CONTROL Page 3 of3 1.6 ACTION SUBMITIALS/INFORMA TIONAL SUBMITIALS [NOT USED] 2 1. 7 CLOSEOUT SUBMITIALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITIALS [NOT USED] 4 1.9 QUALI1Y ASSURANCE [NOT USED] 5 1.10 DELIVERY, S10RAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRAN1Y [NOT USED] 8 PART 2 -PRODUCTS [NOT USED] 9 PART 3 -EXECUTION [NOT USED] 10 END OF SECTION 11 Revi s ion Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added lan guage to emph asize minimiz ing of lane closures a nd imp ac t to 12 t raffic. 3 /22/202 1 M Owen 1.4 A. I . c. Added lan guage t o a llo w for use of publi sh e d traffic contro l "Typicals" if app li cable to sp ec ific proj ect /s ite. 1.4 F. I) Re moved refe re nce to Buzzsaw 1.5 Added la nguage re: submittal of permit C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT ION DOCUMENTS Revised March 22 , 2021 2023 Co ncrete Re storat ion Co ntr act 2 City Project No. I 04 179 015713-1 STORM WATER POLLUTION PREVENTION SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1-GENERAL 1.1 SUMMARY A. Section Includes: I. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I -General Requirements 3. Section 31 25 00 -Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in le ss than I acre of disturbance Page I of3 a. Work associated with this Item is considered subsidiary to the various Item s bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00 . 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice oflntent: NOi 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards I . Reference standards cited in this Specification refer to the current reference standard publi shed at the time of the latest revision date logged at the end of this Specification, unles s a date is specifically cited . 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and pay ment of any fine s issued associated with compliance to Stormwater Pollution Prevention Plan. C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Rev ised Jul y I , 201 1 2023 Concrete Re storation Contract 2 City Project No. I 04 179 0 I 57 I 3 - 2 STORM WAT ER POLLUTION PREV ENTIO N Page 2 of3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3 I 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOi form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOi 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00 , except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review C ITY OF FORT WORTH STA N DARD CONS TRU CTIO N SP EC IFICATI ON DOC UM EN TS Revi sed Jul y I , 20 11 202 3 Co ncrete Re storati on Co ntract 2 City Projec t No. 104179 0157 13 -3 STORM WAT ER POLL UT ION PREVENT ION Page 3 of3 B . Modifi ed SWPPP 1. If th e SWPPP is rev ise d durin g co nstru cti o n, res ubmit modified SWPPP to th e C ity in accord ance w ith Se cti o n 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED) 1.12 WARRANTY [NOT US ED] PART 2 -PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] END OF SECTION Rev ision Log DATE NAME C ITY OF FORT WORTH ST AN DARD C ONS TRUCT IO N SP EC lFIC A T l ON DOCUM EN TS Rev ise d Ju ly l , 20 11 SUMMARY OF CHANG E 202 3 Co ncrete Re storati on Contrac t 2 City Project N o. I 04 179 01 58 13 - I TEMPORARY PROJECT SIGNAGE PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None . C. Related Specification Sections include , but are not necessarily limited to: Page I of3 1. Division O -Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS 2.1 OWNER-FURNISHED loR] 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 Detail s for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Ju ly I , 20 1 I 2023 Concrete Restoration Contract 2 C ity Project No. 104 179 B. Materials 1. Sign 0 1 58 13-2 TEMPORARY PROJECT SIGN AGE Page 2 of3 a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 -EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General I . Provide vertical in stallation at extents of project. 2. Relocate sign as needed , upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAffi I RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTMTIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General I. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IFICAT ION DOCUMENTS Revised July I, 20 11 2023 Co ncrete Restoration Co ntract 2 City Project No. I 04179 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of3 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 20 I I SUMMARY OF CHANGE 2023 Concrete Restoration Contract 2 City Project No. I 04 I 79 01 6000 PRODUCT R EQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A . Section Includes: SECTION 01 60 00 PRODUCT REQUIREMENTS 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: Page I of 2 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 tlu·ough the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 -Construction Documents/Standard Products List B. Only products s pecifically included on City 's Standard Product List in these Contract Documents shall be allowed for use on the Project. I. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City 's Standard Product List. D . Although a s pecific product is included on City 's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section O I 33 00 for submittal requirements of Product Data included on City 's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] C ITY O F FO RT WORT H STAN DARD CONSTRUC TI ON S PEC IFICATION DOCU M EN T S Revi sed March 9, 2020 2023 Concrete Re sto rati o n Contract 2 C ity Project N o. I 04179 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 0 1 60 00 PRODUCT REQUlREMENTS Page 2 of2 DATE NAME SUMMARY OF CHANGE I 0/12/12 D. John so n Modified Lo cation of C ity's Standard Product List 3/9/2020 D.Y. Magana R e moved reference to Bu zzsaw and noted that the C ity approved prod ucts li st is access ibl e through the C ity 's website. C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IFI CATION DOCUMENTS Revi sed March 9, 2020 2023 Concre te Restoration Contract 2 C ity Project No. I 04 179 01 70 00 - I MOBILI ZATION AN D REMOBILIZATIO N Page I of4 I SECTION 01 70 00 2 MOBlLIZATJON AND REMOBlLIZATION 3 PARTl-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobi li zation 8 1) Transportation of Contractor's personnel, equ ipm ent, and operating supp li es 9 to the Site IO 2) Estab li shment of necessary general faci I ities for the Contractor's operation 11 at the S ite 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supp li es 14 to another lo cation within the designated S it e 15 5) Relocation of necessary general faci liti es for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 I) Transportation of Contractor's personnel, equipment, and operating supp li es 19 away from the Site includLng disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c . Mobilization and Demobilization do not include activities for specific it ems of 24 work that are for which payment is provided e lsewhere in the contract. 25 2 . Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supp li es from the Site including disassembly or temporarily securing 31 equipment, supplies , and other faci liti es as des ignated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site C lean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel , equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Estab li shment of necessary general faci li ties for the Contractor 's 38 operation at the Site necessary to resume the Work. 39 3) No Payments wi ll be made for: 40 a) Mobilization and Demobilization from on e location to another on the 4 I Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3 . Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobi li zation and Demobilization C ITY OF FORT WORTH STAND ARD CONST RUC TI ON SPEC IFICA TIO N DOCUMEN TS Revised Novemb er 22 , 20 16 2023 Concrete Re sto ration Contract 2 C ity Proj ect No. I 04179 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 017000-2 MOBILI ZATION AN D REMOBILI ZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor 's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other faci li ties 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. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 -Genera l Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A . Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A . 1.] 28 I. Mobilization and Demobilization 29 a. Measure 30 I) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 I) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2) The work performed and materials furnished for demobilization in 36 accordance with this Item are subsidiary to the various Items bid and no other 37 compensation will be allowed. 38 39 2. Remobilization for suspension of Work as specifical ly required in the Contract 40 Documents 41 a . Measurement 42 1) Measurement for this Item shall be per each remobilization performed. 43 b. Payment C ITY OF FORT WORTH STANDARD C O NSTR UC TIO N SP EC IFlC A TION DOC UM ENTS Revi sed November 22 , 20 I 6 2023 Con crete Res toration C ontract 2 C ity Project No . I 04179 I 2 3 4 5 6 7 8 9 IO 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 01 70 00 -3 MOBILIZA TIO N AN D RE MOBILIZATION Page 3 of 4 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1 .A.2.a.2) d . No payments will be made for standby, idle time, or lost profits associated this Item . 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement I) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment I) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c . The price shall include: I) Mobilization as described in Section 1.1.A.3.a.l) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5 . Emergency Mobilizations and Demobilizations for Miscellaneous Projects a . Measurement I) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization " in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d . No payments will be made for standby, idle time, or lost profits associated this Item. 46 1.3 REFERENCES [NOT USED] 47 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] CITY OF FORT WORTH ST AN DARD CONSTR UCT ION SP EC IFI CATIO N DOCU MEN TS Rev ise d Nov embe r 22 , 20 16 2 023 Concrete Re storation Contract 2 C ity Proj ect No. I 04179 0 1 70 00 -4 MOBI LIZATION AND REMOB ILIZATION Page 4 of 4 1.5 SUBMITTALS [NOT USED] 2 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 -PRODUCTS [NOT USED] 10 PART 3-EXECUTION [NOT USED] 11 END OF SECTION 12 Revi s ion Log DATE NAME SUMMARY OF CHANGE 11 /22/16 Mi chae l Owen 1.2 Pri ce and Payment Procedures -Rev ised s pecifi cat io n, in clud ing blu e text, to 13 make spec ification fl ex ibl e fo r ei th er s ub sid iary o r p aid bid ite m fo r M o bili zati on. C ITY OF FO RT WORTH STANDARD CONSTRUCTI ON SPEC IFICATION DOCU M EN T S Revised Nove mber 22, 2016 2023 Conc rete Res torati on Contract 2 City Proj ect No. I 04 179 01 71 23 -I CONST RUC TION STAKING AND SURV EY Page I of 8 PART 1 -GENERAL 1.1 SUMMARY SECTION 01 7123 CONSTRUCTION STAKING AND SURVEY A. Section Includes: I. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division O -Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b . Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: I) 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 I) This Item is considered subsidiary to the variou s 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. Meas urement 1) Measurement for this Item shall be by lump sum. b . Payment I) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump s um price bid for "As-Built Survey". CITY OF FORT WORTH STAN DARD CON STRUC TI ON SPEC IFICATI ON DOCUMEN TS Revised February 14 , 2018 2023 Co ncrete Resto rati o n Co ntract 2 City Project No. 104179 , 01 7 1 23 -2 C ON STR UC TION STAKIN G AND S URV EY Page 2 of8 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 red line plans and digital survey files. 1.3 REFERENCES A . Definitions 1. Construction Survey -The survey measurements made prior to or while construction is in progress to control elevation , horizontal position , dimensions and configuration of structures/improvements included in the Project Drawings . 2 . As-built Survey-The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3 . Construction Staking -The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" -Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B . Technical References 1. City of Fort Worth -Construction Staking Standards (available on City 's Buzzsaw website) -01 71 23.16 .01 _ Attachment A_ Survey Staking Standards 2. City of Fort Worth -Standard Survey Data Collector Library (fxl) files (available on City 's Buzzsaw 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 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A . Submittals, if required , shall be in accordance with Section O 1 33 00. B . All submittals shall be received and reviewed by the City prior to delivery of work . 1.6 ACTION SUBMITTALS/INFORMA TIONAL SUBMITTALS A. Field Quality Control Submittals C ITY O F FO RT WORTH STAN DARD CONSTR UCT ION SPEC IFICATION DOCUMENT S Revi sed February 14, 2018 2023 Conc re te Res torati on Contract 2 C ity Proj ect No . I 04 179 017123-3 CONS TRU CT ION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut-Sheets" conforming to the standard template provided by the City (referto0l 7123.16.01-AttachmentA-SurveyStakingStandards). 1.7 CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 -Attachment A -Survey Staking Standards) . 2. Contractor shall submit the proposed as-built and completed red line drawing submittal one (I) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built red line drawings and re s ubmitted to the City prior to scheduling the construction final inspection . 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking I. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is respon s ible for preserving and maintaining stakes. If City s urveyors 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 I. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design s urvey and required for construction survey is available and in place. 3. General a. Construction s urvey will be performed in order to construct the work shown on the Construction Drawings and spec ified 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 STANDARD CONSTRUCTION SPECIF ICAT IO N DOCUMENTS Revi sed February 14 , 2018 2023 Conc rete Restoration Co ntract 2 City Proj ect No. I 04 179 01 7 1 23 -4 C ON STRUC TION STA KING AN D SURVEY Page 4 of8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested , and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it , as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As-Built Survey 1. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3 . General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following : 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet , including (2) Horizontal and vertical points of inflection , curvature, etc. (3) Fire line tee ( 4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: ( 1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection , curvature, etc . 3) Stormwater -Not Applicable C ITY OF FO RT WO RTH STAN DARD CONST RUCT ION S PEC IFI CATION DOCUMENTS Revi sed February 14 , 2018 2023 Co ncre te Res to rati o n Co ntract 2 C ity Proj ect No . I 04 179 0 1 7 1 23 -5 CON STRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 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 s izes) 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 flow line 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 flow line elevations and coordinates for each manhole and junction structure. 4) Stormwater -Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 -PRODUCTS A. A construction survey will produ ce, but will not be limited to: 1. Recove ry of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizonta l and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. T he location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers , floors , grade beams, parking areas, utilitie s, streets, hi ghways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when require d 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 fil es in the following formats shall be acceptable: a . AutoCAD (.dwg) b. ES RI Shapefile (.shp) CITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIFICAT ION DOCUMENTS Revi se d February l4, 20l8 2023 Concrete Re s toration Contract 2 C ity Project No. I 04179 01 71 23 -6 CON STRUCTION STAKING AN D SURVEY Page 6 of8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3-EXECUTION 3.1 INST ALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.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 und ergro und 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. tol erance. B . Surveying instruments shall be kept in close adjustment according to manufacturer 's s pecification s 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 location s 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. Irreg ularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH STANDARD CONSTRU CT ION SPECIFICATION DOCUMENTS Revi se d February 14, 2018 2023 Concrete Re storation Contract 2 C ity Project No . I 04 179 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REP AIR/ RESTORATION 01 7 1 23 -7 CO ST RUCT IO N STAKI NG AN D SURV EY Page 7 of 8 A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a s urvey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD !OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserve s the right to pe rform a Survey Check at any time deemed necessary . 2. Checks by City personnel or 3 rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION R evi s ion Log CITY OF FORT WORTH STAN DARD CONST RUCT ION SPEC IFI CATI ON DOCUMENTS Revised February 14 , 2018 2023 Concrete Res to rati o n Co ntract 2 C ity Proj ect No. I 0417 9 DATE NAME 8/3 1/2012 D. John son 8/3 1/2017 M. Owen 2/14/2018 MOwen C ITY OF FORT WORTH 017123 -8 CONST RUCTIO N STAKING AND SURVEY Page 8 of8 SUMMARY OF CHANGE Added in struction and modified measure ment & payment und er 1.2 ; added defi nition s and references und er 1.3 ; modified 1.6; added 1.7 closeout sub mitta l re quirements; modified 1.9 Quality Ass uran ce ; added PART 2 -PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Re storation ; and added 3.8 System Startup . Removed "blu e text"; revi sed measurement and payment se ctions fo r Constru ctio n Staking and As -Built Survey ; added reference to se lection co mpli a nce with TGC 2254; revised action and C loseo ut s ubmittal requirements; added acceptab le depth measurement criteri a; rev ise d li st of it ems requiring as-built survey "durin g" and "after" con stru ctio n; and revised acce ptable digital survey file form at STANDARD CONSTRUCTION SPEC IFICAT IO N DOCUM ENTS Revi sed February 14 , 2018 2023 Concrete Restoration Contract 2 C ity Project No. I 04 179 FORT WORTH ® Section 01 71 23.01 -Attachment A Survey Staking Standards February 2017 O :\Specs -Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated w ith the City of Fort Worth projects . These are not to be considered all inclusive, but only as a general guideline . For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey depa r tment at 817 -392 -7925 . Table of Contents I. City of Fort Worth Contact Information II. Construction Colors Ill. Standard Staking Supplies IV . Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX . Cut Sheets X. As-built Survey O :\Specs -Std s Governance Proces s\Temporary Spec Fil es\Capital Delivery\Cap Delivery Div 01\01 71 23.16 .0l_Attachment A_Survey St aking Standard s.docx Pag e 2 of 22 ,. Survey Department Contact Information Physical and mailing address : 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line : (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility PROPOSED EXCAVATION ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL TELEPHONE/FIBER OPTIC SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF -WAYS, AND Color RED BLUE YELLOW ORANGE PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER Ill. Standard Staking Supplies Item Lath/Stake Wooden Hub (2"x2" min . square preferred) Pin Flags (2.5" x 3 .5" preferred) Guard Stakes PK or Mag nails Iron Rods (1/2" or greater diameter) Survey Marking Paint Flagging Marking Whiskers (feathers) Tacks (for marking hubs) GREEN PURPLE Minimum size 36" tall 6" tall 21" long Not required 1" long 18" long Water-based 1" wide 6" long 3/4" long O :\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16 .0l_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time . It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough -grade only . No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature . A re bar cap is optional, but preferred if the cap is marked 'control point' or similar wording. II. Datasheets are required for all control points set . Datasheet should include: A. Horizontal and Vertical Datum used, Example : N.A .D.83, North Central Zone 4202 , NAVO 88 Elevations B. Grid or ground distance. -If ground, provide scale factor used and base point coordinate, Example : C.S .F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example : GEOID12A O:\Specs-Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16.0l_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System : NAD_1983_StatePlane_Texas_North_Central_FIPS_ 4202_Feet Projection: Lambert_Conformal_Conic False_Easting : 1968500.00000000 False_Northing : 6561666.66666667 Central _Meridian: -98.50000000 Standard_Parallel_l: 32 .13333333 Standard Parallel 2: - - Latitude_Of_Origin: 33.96666667 31.66666667 Linear Unit: Foot_US Geographic Coordinate System: GCS_North_American_1983 Datum : D_North _American_1983 Prime Meridian : Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format .txt .csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format : City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated : File 1~ C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202 .csv O :\Specs-Stds Governance Proce ss \Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.0l_Attachment A_Survey Staking Standards .docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street_Project Specific Datum .csv Example Control Stakes O :\Specs-Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16 .0l_Attachment A_Survey Staking Standards.docx Page 6 of 22 ~ u <( m ~ z 0 u:: LL :r:: 1- <f o_J w~ 0.::: (_J -W => 1- 0 L w- 0::.'. :-1'.: LL 0~ L--L 0 - (__'") D_ <.( LL ....Jo LL .-) =:J ~w L-- _J z O::.'. w en 2 => z I-z 0 0.... 1016 CP er::: w en 2 => z 1-z 0 0.... _J 0 Cl:'.'. I-z 0 u #1 ~ O::.'. <( 2 :r:: (j) <( _J (j) w _J [l] =:J 0 0 ~ O::.'. <( 2 :r:: U) <( _J U) w _J [O =::i 0 0 n EL.= N=5000.00 V. Water Staking Standards z 0 I- -<( > w _J w 1 OD.OD' (/) w I- -<( z -0 er::: 0 0 u E=5000.00 oW z I-=> w 00:'.'. O::.'. u 06 :r::U I-z 3- :r:: 0 U1w => :r:: _J u LLLJ er::: ~ -<(X en~ w 0::: 0::: 0 O:\Specs -Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16 .0l_Attachment A_Survey Staking Standards .docx Page 7 of 22 A. Centerline Staking -Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required Ill. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV . Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 600 nail or hub set with a whisker B. Centerline Staking -Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box 11. Center of the meter should be 3 .0 ' behind the proposed face of curb Ill. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV . Grade is to top of box and should be +0 .06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes O :\Specs -Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16 .0l_Attachment A_Survey Staking Standards.docx Page 8 of 22 0 ;,_;- Vl "O ro n Vl (./l r+ c.. Vl G) 0 < ro ~ :::i N Ql w~ ...,. ro O"> -0 0 ~ ..... g I)>~ r+ Vl r+.,,,... Ql -I n ro ::J" 3 3 "O gi Q -0 ; ~ w I -< o;\l Vl Vl \.D ~ ~ s, ri5 ::;, N~ ~ N r+ Vl Ql .,,,... :>-n 5· ~ ()Q -· Vl r+ ,... Ql Ql :::i 0 c.. ro ~ <" c.. ro ~3, o n n w X "O 0 ro <. ro ~ -< 0 <" 0 ..... .,,,... 0 ..... -..J ..... < V, 0J ::s ;:::. 0J .., V, n) ~ n) .., V, r+ 0J 25': ::s NO FLAGGING REQUIRED IN LIEU OF BLUE PAINTED LATH FRONT (SIDE FACING i ) BACK ( SIDE F ACIN C R.O. W.) POINT I/ HUB ELEVAllCN OFFSET DISTANCE CENTERLINE OF WAlER LINE STAllONING IDENTIFIES TOP OF PIPE FRONT FRONT (SIDE FACING <t_) (SIDE FACING 't_) BACK (SIDE FACING R.O.W.) iS :;j p I [/) -i ► II + -..I I\.) ~ T/P 0 I ta ~ IDENTIFY ANY TEES, MElERS GATE VALVES, CROSSES, ETC. T/P 0 I "" C) "' CONTINUE STAKING E'vERY 200' ----~~~------ IDENTIFlES CUT - OR FILL + ----\, ?~-----------------'-=-.J.1..-___.-:-------~ HUB PAINlED BLUE, FLUSH 'MTH ~GROUND, WITH TACK OR BLACK DOT (OPTIONAL) HlJB PAINTED BLUE ~ITH ----BLUE \\IHISKERS OR 60D NAIL vrn-i BLUE 'M--llSKER ----------- ---- --------------------- A. Centerline Staking -Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required Ill. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking -Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.0l_Attachment A_Survey Staking Standards.docx Page 10 of 22 0 i; "O (D (") V, V, .... c.. V, G) 0 < (D .... :::J N CJ w ~ ..... (D O"> ""O 0 0 ..... (") I ► ffi .... V, ..... ----CJ -i (") (D :r 3 3 "O ~ Q ""O ..... CJ o9ci ►-< <D Iv, u, ..... C: "O ~ < ~ ~~ ::!'! N Ul ro N ,... v, CJ ----;,c-n ::i " CJ OQ ""2 . u, ..... ..... CJ CJ :::J 0 c.. ~ 3-~- v, .... Cl. :s-o n (") CJ X "O 0 ~ <" (D .... -< 0 <" 0 ..... ----0 ..... -..J ..... FRONT (SIDE FACING ~) 2nd OFFSET STAKE ~ FOR ALIGNMENT FRONT O FOR S:SMH'S ~ FRONT (SIDE FACING ~) NO FLAGGING REQUIRED (/) (/) (SIDE FACING (t) 2nd OFF:ET 5T AKE FOR "1..JGNt.1ENT ~ FOR SSUH'S SJ>ME STATICNING AS FIRST OFFSET STAKE "' I "' ll F/l s 'i' fol RIM r, I 0 i:, IN LIEU OF GREEN PAINTED LATH MH '-! 1el OFFSET ST.AKE FRONT (SIDE FACING ~) 1st <:fFSET STAKE FOO i'J.JGNl.tENT ON SSl,fH"S SANITARY St:WER LINE l □El>lTIFlES MANH □LE STATICt-llNG IDE:Nll FIES flO\\UNE Of NOOTH PIPE GR•DE IDENTIFlES a.JT - OR fill + f"OR NCftll1 PIPE >c,. ~.s-,, (OPllONi'L) ~ HUB PAINTED GREEN 1'11TH ~ BLUE 'MilSKERS OR BOD N.oJL ,'11TH BWE \\HISKERS ~LL.£- NO 2ND OFFSET STAKE FOR CENTERU NE NEEDED FRONT ~ I "' + .._, 11 F/1.. s 0 I "' " (SIDE FACING <t) F/l NE <'> I "' ~ RIM 'i' 0 ,. ~O• BECAUSE STATiotHNG ~ BEn~EN SSMH'S WAS °"(~•), LESS THAN 400', SPUT "( 1H E DIFFER EN CE AND SET F~ ALIGNMENT '-Fal SSUH"S (/) ~ (/) (/) MH Ill ;;! II "' + j i;i F/L s r, I .,.. II F/t NE 0 I ~ ; RIM ,., I .:, ll F/L ? 1 STAKE IN THE t.11OOLE ---"'.!:---Jl. __ _ .,.. ,:: -------- ------ ------ m X ll) 3 l'1) V, Ill :::::s ;:::..- ll) ""'I V, l'1) :E l'1) ""'I V, .... ll) " l'1) VI VII. Storm Sewer & Inlet Staking A. Centerline Staking -Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 600 nail or hub set with a whisker B. Centerline Staking -Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length Ill. Recessed 10' Inlet= 20.00' total length IV. Standard double 10' inlet= 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16 .0l_Attachment A_Survey Staking Standards .docx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT {SIDE FACING <t) (SIDE FACING ct) ..... ~ 0 )r ~ n IT1 0 Tl z r M -; BACK ~ (9DE Fl.atlG R.O. W.) ~ITTI HUB El..E'IATIDi HUB l/tlTH TACK BACK Cf" CURB FLO½lltlE: NO FLAGGING REQUIRED Ir~ LIEU OF PINf< PAINTED LATH IDEtlllFlES ~ICH END OF THE l'l,Nc BEING STPKED INLET STATION (IF PIOTI:□ ON PLANS) IDENTIFIES GRAOC 10 TCP Cf' CURB IDENTIFlES CRADE TO FLOYII..INE FACE Of INLET BACK (SIJE F'ADNC R.O.W.) POPIT ~ I HUB El.£VA110N f ACE CF INLET o. ~ 00 ~ ~ ~ z ,-- ~ 3§; z IDENllflE:s V.tilCH END Cf' niE: 'MNG BEJNG STAKED "' f + i> T/c ..,, + 0 ~ ft_ (l I ~ ~ BACK OF CURB 11.Dl'IUNE ---------~-----------~----------------~----------EDGE Of PAVEMENT EDGE Of PAVEMENT EDCE OF PAI/EMEtff O:\Specs -Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 13 of 22 EDGE ~ PA '•l1::MENT VIII. Curb and Gutter Staking A. Centerline Staking -Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans \/11. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking -Curves Ill. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted O :\Specs -Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16 .0l_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING <t) FRONT FRONT (S IDE FACING <t_) 1orn11nEs 91ART PONT Cf' OJR VAltlRE BACK (SIDE fACING R.O.W.) Pa NT # HUB ELE VA TION FACE q_ 0 ~ IDENTIFIE:3 OffSET IS TO BAO< CF CURB CR F /c FOR F ~CE OF CURB IC:OlllflES c;R~DE IS T fl< TO TOP OF CUf;fl NO FLA.GGING REQUIRED IN LIEU OF PINK PAINTED LATH (SIDE fA CING t) 2l z --< B/C NO GRM:£ ON 0 flAD IU~ POINT5 Example Curb & Gutter Stakes at Intersection FRONT 10ENmm END (SDE FACINQ ~ tOI\T~r o_ O:\Specs-Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16.0l_Attachment A_Survey Staking Standards.docx Page 15 of 22 0 :,.;.- v, "O ct> n V, V, ,... c.. V, G) 0 < ct> ..... ::::i N QJ w~ I-' ct> m -u 0 ..... I-' g ll> ffi ,... V, ,... ----QJ -I n ct> :;,-3 3 "O ~ Q "U ,... QJ ~ ?-< ct> V, V, I-' C "O en < ~ s,~ ::!1 N v, <O N ,.._ v, QJ -----;,:;-n 5 · ~ O'Q -· V, ,... QJ ,... QJ ::::i 0 ~~ c.. ct> b. :s o n n QJ X "O 0 ~ <' ct> ..... -< 0 <' 0 I-' ----0 I-' -...J I-' 10' 0/S STAKE W/CR/>DE AT E'vtN STATION • I ~I 50' MAX. DIST AN CE BAO< Of CJRB 10' 0/S STN<E YI/GRADE AT EvEN STAllCN :>O' MAX. DIST-"NCE 50' MAX. DISTANCE 50' MAX. DIST AN CE 50' MAX. OISTftoNCE 1 o' 0/S STAKE W/GRADE ATPT 10, 10· 0/S STAKE YI/GRADE AT E'-IEN STATION "' u z <C .... "" ci x <C ::,: 0 "' 10' BAO< Of' CJRB If ARC LENGTH IS GREATIR THAN 100', A POC OFFSET STAKE SHOULD BE SET a, "' ::, 0 ,._ 0 "' 0 <( a, "' Q: ::, u ... 0 "' u <( "' ol 10· 0/S ~ I Sf.bKE YI/GRADE AT PT 10' 0/S STN<E YI/GRADE 10' ATPC l,J 0 ! "' i'5 ~ ::, ~ 10' ID' 0/5 STAKE W/GfV-DE AT EVEN STATION 1 D' 0/5 STAKE W/GRADE AT E\IEN STA llON 60' MAX. DISTANCE BAO< OF CURB so· MAX. o ISTAN cE I ~ I 10' 0/S STAKE YI/GRACE AT E'-IEN STATION TYP . FRONT (SIDE FACING ~) T/C + 0 ~ IDENTIFIES OffSCT IS TO BACK Of CURB IX. Cut Sheets Date: A. Date of field work B. Stak i ng Method (GPS , total station) C. Project Name D. City Pro j ect Number (Example : C01234) E. Lo cation (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet City Project Number: ----------- Project Name : __________ _ Staking Method: DGPS LOCATION: CONSUL TANT/CONTRACTOR SURVEY CREW INITIALS □ TOTAL STATION □ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# OFFSET PROP . STAKED STATION DESCRIPTION -LT/+RT GRADE ELEV. O:\Spec s-Std s Gov ern ance Pr ocess \Te mpo rary Sp ec Fil es \Cap ital Del ive ry\C ap Delivery Div 01\01 71 23 .16 .0l_Attachm ent A_Surv ey Sta kin g Stand ards.doc x Pa ge 17 of 22 -CUT + FILL X. As-built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade . Furthermore, the information gathered will be used to supplement the City 's GIS data and must be in the proper format when submitted. See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults {All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves {Manhole rim and vent pipe) Blow off valves {Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs -Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND " to notify the City . O:\Specs -Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 19 of 22 I i ~/"W¥Jpo,JSI( -t /fo'Y Of'6IO"'N D3f'Oi!d J.JJ:J ':HrSM I/OZ KJmlX(X) 3113Jif1d::Rl ~3#-3S JHfll,WS OW l/1_rv.v, O:\Specs -Std s Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16 .0l_Attachment A_Survey Staking Standards.docx Page 20 of 22 SfA (/'(](J/1J -IZ'lfL l'll.a.Kr0/1 RDJ STA r,,,fltx) -IZ'lfL IFl.!KD DRJ Bfl1# ('fa'. tZW!TEII /ll5iliJ, r!Z'X /ZTE£ ,.,ze/OlfZ.8EJID r IZ Ct£JIIIII«; l'fG ,-6'}H/f().61il/ £,t256J251!92 CJ'. •ff •rcur /HIWIEU930 ~ EJ£.V. 7:!0.41!. TSJI •1 STA.o-5TDJ -JZIIIL IFl.!KO DIIJ l!EJIOIE • SN.YI« EXJST. r.NE 'IIIYE • flEDJC£/I calJIECr TO EXIST. If WHER //IST"Ml., r IZ SCUD Sl.E.EYE ,. fZ X If REDJC£R . I ~~E ~-,,1 E•~/194 1....::::..1 srA o«JIX) -/Zif!. IFl.!KO au ,11srMJ., 1-IZ 11.J. SlXJO Sl£EVE S, I.F OF IZ'WlfTER PIFE CO,NEI:T TO EXIST. ,rwHEJI N-eHTJ45S279 E·22963C'JIJTJ6 STA. l>tBDI-12'Wl. /IIST/lt1, rlZ45''1ERr.BEIID /r6!W0815/25 E·2256Jfl 5ff0 ST"Al>5T.5a -1zw, IIISTNh 1-IZ 45'VERr. BEND N-eHT055.5!Hl E•~/3 srAIHU5 /lfSrMJ., rlZX fl ,.,,_.EI( rFll!E Hr. H IF fl HYDIINff IDIJ 1-IZGIITE 'INYE ~ E-2295289 2388 LOT" I Sia~ N W.Forl wrt:, ,,,,,.,,.,.-.llt,w&,tt,,t, ST"A. CHD!5lJ -IZ W ll(Sf"Jih 1-12' 45''1EIIT. fJEJiO N~ E~4STO --- ll!'Dot ... PROPOSED SANffmt S SEE SHE O:\Specs-Stds Governance Process\ Temporary Spec Files\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 21 of 22 N w i-,. 0) 0 ...... I)> .... .... OJ n :::,- 3 ro ::, 7J .... OJ )> OQ I ro Vl N C N...., < 0 ro --< N Vl N .... OJ ~ ::, OQ Vl .... OJ ::, 0.. OJ ...., 0.. Vl 0.. 0 n X \l.) ...J <::l... i -'< \.!, \..... :_j ":) cl) I v' <-t IJ' V' CONSTRIJCT "6'1 LF OF B"PVC SANfTN'lf SEWER IIAIN BU(l'!J ,. . _,_ .. ._..._ 8 £1fCHMARKS, ~~---J. ~-t!r~ --ru. :~D'1"~i~~~- 8l}(29 IDT 2 J7DS 0.,0,NW.Fon'Wfnlt srA.1-&'.D -8'SS UN£. A• EXIST, srA.IXJO.L·Jlll· EXIST. srMTO,L-'654 REJl(Nf. EXIST .S5IIH <XJIISrFIIJCr 5 IF OF 8' SS /J/1£. rDiST.·HlA.SSIIH 1/ICWDE OONCaJUM I< 1/H llfSERT 'If/ CtJflR1S/al f'RUrB:r/OI/ OONNE<:r PflCP.11' SS 11/Wl CCIINECT PffJP.11' SS <lla.9111 TO PWJP.SSJIH. N-5E252 £·2296/5592.31 IDT J 'JT(;/JO.r,o,t/fd W.Fa'1tnrttt ............. , IIW.'"D1:tWf411i IDT Z '10-t ~ fW W'.F.tWmffl ...,_,.,, V ... Ll571i ,y...JC1!I CITY MAP NO. 2018-380, 2018-3 MAPSCO PAGE NO. 74N.,S, T, 23.16.0l_Attachment A_Survey Staking Standards.docx Page 23 of 23 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in . POINT NO . NORT HING EASTING 1 6946257.189 2296079 .165 2 6946260.893 2296062.141 3 6946307.399 2296038.306 4 6946220.582 2296011.025 5 6946195.23 2296015.116 6 6946190.528 2296022 .721 7 6946136.012 2295992.115 8 6946002 .267 2295919 .133 9 6946003 .056 2295933.4 18 10 6945984 .677 2295880.52 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 6945986.473 6945895 .077 6945896 .591 6945934.286 6945936.727 6945835.678 6945817 .488 6945759. 776 6945768.563 6945743.318 6945723.219 6945682 .21 6945621.902 6945643.407 6945571 .059 6945539 .498 6945519 .834 6945417 .879 6945456 .557 6945387.356 6945370.688 6945383.53 2295869.892 2295860.962 2295862.188 2295841 .925 2295830.441 2295799. 707 2295827 .011 2295758.643 2295 778.424 2295788.392 2295754.394 2295744.22 2295669 .471 2295736.03 2295655.195 2295667 .803 2295619.49 2295580.27 2295643.145 2295597.101 2295606.793 2295610.559 33 6945321.228 2295551.105 34 6945319.365 2295539. 728 35 6945242 .289 2295570.715 36 37 38 39 40 41 42 43 44 45 46 6945233 .624 6945206.483 6945142.015 6945113 .445 6945049 .02 6945041.024 6945038.878 6945006.397 6944944 .782 6944943.432 6944860.416 2295544 .626 2295529.305 2295557 .666 2295520 .335 2295527 .345 2295552 .675 2295552 .147 2295518 .135 2295520 .635 2295556 .479 2295534 .397 ELEV . OESCRIPT ION 726.09 SSMH RIM 725.668 GV RIM 726 .85 GV RIM 723 .358 S5MH RIM 722 .123 GV RIM 722 .325 FH 719 .448 WM RIM 713.331 WM RIM 713.652 CO RIM 71 1.662 SSMH RIM 710.046 WM RIM 707 .72 WM RIM 708.205 WM RIM 709.467 WM RIM 710.084 CO RIM 707.774 SSMH RIM 708.392 SSMH RIM 711.218 SSMH RIM 710.086 GV RIM 710.631 GV RIM 712 .849 GV RIM 716.686 WM RIM 723.76 WM RIM 719 .737 CO RIM 727 .514 SSM H RIM 729 .123 WM RIM 732.689 WM RIM 740.521 WM RIM 736.451 CO RIM 740.756 GV RIM 740.976 GV RIM 740.408 FH 746.34 WM RIM 746 .777 CO RIM 748.454 WM RIM 749.59 S5MH RIM 751.058 WM RIM 750.853 WM RIM 751.871 WM RIM 752 .257 SSMH RIM ttnk 2,.0 ,._,-;---,q. L Co ct---t:>,,.__, th-i;. s I f--J tv .-A.D , l'783 TX . tJ . Cf,-, 'TUI-L 2-0r-JE. ½ 2-0 2 \; f.(2--T'I c.. ,4 (__ CCu ~1""mlS {tJ µ Jt .v .D, 88 C {tL-l &O,tt rf--i) ·in Cc.~ L-Po, iJrS l t ~ Tf.-.b I ,._) -n+£.. ? l 1ttJ S h~ S u('-n't-C L ?-:-~.LS ':/T'A-M p £-b O fT, ':)Lif.,ty -tf-:;tff- ~WA 751.79 WM RIM 751.88 WM RIM 752 .615 WM RIM 752 .801 WM RIM 752 .156 WM RIM 752 .986 SSMH RIM Ni S~'fO('-rv/3>:J}it: O :\Spec s-Stds Governance Process\ Temporary Spec File s\Capital Delivery\Cap Delivery Div 01 \01 71 23 .16.0l_Attachment A_Survey Staking Standards .docx Page 24 of 24 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent . O :\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23 .16 .0l_Attachment A_Survey Staking Standa r ds .docx Page 25 of 25 0 :,,;, VI "O ro n V> V, ,-+ 0.. 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Section Includes: SECTION 01 74 23 CLEANING 01 74 23 -I C LEANfNG Page I of4 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 O -Bidding Requirements , Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 32 92 13 -Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Pay ment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that du st and other contaminants disturbed by cleaning process will not fall on newly painte d surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection . 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those mate rials . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rev ised Jul y I, 201 1 2023 Concrete Re storation Co ntract 2 City Project No. I 04 I 79 1.11 FIELD [SITE] CONDITIONS [NOT USED) 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A . Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 -EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR/ RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 0 1 74 23 -2 CLEAN ING Page 2 of 4 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. C ITY OF FORT WO RTH STANDARD CONSTRUCT ION S PEC IFI CATI ON DOCUM ENTS Rev ise d Jul y I , 20 11 2023 Conc rete Res to rati o n Contract 2 City Proj ect No. I 0417 9 6. Hand le materials in a controlled manner with as few handlings as possible. 01 74 23 -3 C LEANfNG Page 3 of 4 7. Thoroughly c lean, sweep , wash and polish a ll Work and equipment assoc iated with this project. 8. Remove a ll s igns of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not c leaned to the satisfaction of the City, the City reserves the right to have the cleaning comp leted at the expense of the Contractor. 10. Do not burn on-site . B. Intermediate C leaning during Construction 1. Keep Work areas c lean so as not to hinder health , safety or conven ience of personnel in existing facility operations. 2 . At maximum week ly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c . Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting . a. Continue vacuum c leaning on an as-needed basis , until Final Acceptance. 5. Prior to storm events, thoroughly c lean site of a ll loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final C leaning 1. Remove grease, mastic, adhesives , dust, dirt, stains, fingerprints, labe ls 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 . C lean permanent filters and replace disposable filters if units were operated during construction . b. Clean ducts, blowers and co il s if units were operated without fi lt ers during construction. 6 . Replace a ll burned out lamps. 7. Broom c lean process area floors . 8. Mop office and contro l 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 a ll rocks , pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic a long the roadway. 3. Clean any interior areas including, but not lim ited to , vaults, manholes, structures, junction boxes and inlets. C ITY OF FORT WORTH STANDARD CON STRUC TIO N SPEC IFI CATIO N DOC UM EN TS Revi sed Ju ly I, 20 11 2 023 Concrete Re storation Contract 2 City Project No. I 04179 017423-4 CLEANfNG Page 4 of 4 4. If no longer required for maintenance of erosion facilities , and upon approval by City, remove erosion contro l from site. 5. Clean signs, li ghts, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME C ITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIFICATION DOCUMENTS Revised Jul y I , 2011 SUMMARY OF CHANGE 2023 Concrete Restoration Contract 2 City Project No. I 04179 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None . 017719-1 CLOSEOUT REQUIREMENTS Page I of3 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 ADMINIS1RATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits I 9 1. No application for final pay ment will be accepted until all guarantees, bonds , 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative . 27 28 1.6 INFORMATIONAL SUBMITTALS (NOT USED] 29 30 1. 7 CLOSEOUT SUBMITIALS [NOT USED] 31 PART2 -PRODUCTS (NOT USED] 32 C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Rev ised March 22 , 2021 2023 Concrete Restoration Contract 2 City Project No. I 04179 PART3 -EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A Prior to requesting Final Inspection, submit: 01771 9 -2 C LOSE O UT R EQUJREM ENTS Page 2 of3 7 1. Project Record Documents in accordance with Section 017839 8 2. Operation and Maintenance Data, if required , in accordance with Section 017823 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section IO 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City , immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3 . The Right-of-way shall be c teared of all construction materials , barricades , and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed . Upon receipt of 25 this notice, the City , in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a . Specified spare parts 30 b . Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d . Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handw heels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D . Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation C ITY OF FORT WORTH ST ANDARD CONSTR UCT ION SP EC IFI CATION DOCUMENTS Revi sed March 22 , 20 2 1 2023 Concrete Restoration Contract 2 City Project No. I 041 79 017719-3 CLOSEOUT REQUIREMENTS Page 3 of3 I 1. Coordinate with the City Project Re pr esentative to complete the following 2 additional forms: 3 a . Final Payment Reques t 4 b. Statement of Contract Time 5 c . Affidavit of Payment and Release of Liens 6 d. Consent of Surety to Final Pay me nt 7 e. Pipe Report (if required) 8 f. Contractor's Evaluation of City 9 g . P e rformance Eva luation of Contractor 10 F. Letter of Final Acceptance 11 I . Upon review and acceptance of Notice of Project Completion and Supporting 12 Doc umentation, in accordance with General Conditions, City will issue Letter of 13 Final Acceptance and release the Final Payment Request for payment. 14 3.5 REPAIR/ RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD !oR] SI1E QUALI1Y CONIROL [NOT USED] 17 3.8 SYSTEM STARTIJP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOTUSED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 1 3.12 PROJECTION [NOT USED] 22 3 .13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Rev isio n Log DA TE NAME SUMMARY OF CHANGE 3/22/202 1 M O'M!n 3.4 C . Added language to clarify and emphasize requir e me nt to "Clear in g ROW " 26 C ITY OF FORT WORTH STANDARD CONSTRUCT ION S P ECIF ICATION DOCUMENTS Revised March 22 , 202 1 2023 Concrete Restoration Contract 2 City Project No. I 04179 0 I 78 23 -I OPERAT IO N AND MAJNTENANCE DATA PART 1 -GENERAL 1.1 SUMMARY SECTION 01 78 23 OPERATION AND MAINTENANCE DAT A A. Section Includes: I. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B . Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: Page I of 5 I. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule I. Submit manuals in final form to the City within 30 calendar days of product s hipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery . 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper ]) 40 pound minimum , white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Revised December 20, 20 12 2023 Concrete Restoration Contract 2 City Project No. I 04179 01 78 23 -2 OP ERA T IO N AN D MAfNTENAN CE DATA d. Drawings I) 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. Page 2 of 5 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover I) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS II. 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal , address and telephone number b. A list of each product required to be included , indexed to content of the volume c. List, with each product: 1) The name , address and telephone number of the subcontractor or installer 2) A list of each product required to be included , indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a . Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: I) 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. C ITY OF FORT WORTH STANDARD C ONSTRUCTION SP EC IFI C ATION DOC UM ENTS Revi sed Dece mb er 20, 2012 202 3 Co ncrete Res toration Contract 2 C ity Project No. I 04179 017823 -3 OPERATIO N AND MAJ N TENANCE DATA Page 3 ofS 5. Copy of each warranty, bond and service contract iss ued 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. Co ntent, 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 ofreplaceable parts b . Operating procedures 1) Start-up, break-in, routine and normal operating in struction s 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instruction s 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembl y, repair and reassembly 4) Alignment, adjusting and checking d . Servicing and lubrication sc hedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Desc ription of seq uence of operation by control manufacture r 1) Predicted li fe of parts subject to wear 2) Item s recomm e nded to be stocked as spare parts g. As in stalled control diagrams by controls manufacturer h. Each contractor's coordination drawing s 1) As in stalled color coded pipin g diagram s C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Rev ised December 20, 20 12 2023 Concrete Re storati on Contract 2 C ity Project No. 104179 01 78 23 -4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1. Charts of valve tag numbers , with location and function of each valve J. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b . Circuit 'directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Di sassembly , repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts , manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the follow ing criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICATION DOCUMENTS Revised December 20, 2012 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 01 7823-5 OPERATI ON AND MAINTENANCE DATA 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 Lo g DATE NAME SUMMARY OF CHANGE Page 5 of5 8/3 1/2012 D. Johnson 1.5.A. l -title of section removed C ITY OF FORT WORTH STANDARD CONSTRU C TION SPEC IFICATION DOCUMENTS Rev ise d Dece mber 20, 2012 2023 Co ncrete Restoration Contract 2 City Projec t No. 104179 01 78 39 -I PROJECT RECORD DOCUMENTS PART 1-GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 78 39 PROJECT RECORD DOCUMENTS Pa ge I o f4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b . Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from thi s City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include , but are not necessarily limited to: 1. Division O -Bidding Requirements , Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item . 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection , deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records I . Thoroughly coordinate changes within the Record Documents , making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shal I be s uch that future search for items shown in the Contract Documents may rely reasonabl y on information obtained from the approved Project Record Documents. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFI CATION DOCUMENTS Revised July I , 20 11 2023 Conc re te Res torati on Con tract 2 C ity Project No. I 04 17 9 0 1 78 39 -2 PROJECT RECORD DOCUMENTS Page 2 of4 3. To facilitate accuracy of record s, 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. 1n 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 loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection , provide the City I complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 -EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS -JOB SET". C ITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Revised Ju ly I , 20 I I 2023 Concre te Restoration Co nt ract 2 C ity Project No. I 04 179 2. Preservation 01 78 39 -3 PR OJECT RECORD DOCUMENTS Page 3 of4 a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination , and the conditions under which these activities will be performed , devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a . At a minimum , in accordance with the intervals set forth in Section 01 71 23 , clearly mark any deviations from Contract Documents associ ated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a . In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. I) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design offuture modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch , the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where , in the City's judgment, conversion serves no useful purpose . However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents I . Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required . b . Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of it ems. C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IFICATIO N DOCU MENTS Rev ised Jul y I , 20 11 2023 Conc rete Restoration Contract 2 C ity Project No. I 04179 0 1 78 39 -4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings , have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings , will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR/ RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD (oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] . 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH ST AND ARD CONSTRUCTION SPECIFICATION DOCUMENTS Revi sed July I , 201 1 SUMMARY OF CHANGE 2023 Conc rete Restoration Con tract 2 City Project No. 104179 3 1 2316-1 UNC LASSIFI ED EX CAVATION Page I of 5 1 SECTION 31 23 16 2 UNCLASSIFIED EXCAVATION 3 PARTl-GENERAL 4 1.1 SUMMARY 5 A. Section lncludes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0-Bidding Requirements , Contract Forms and Conditions of the Contract 18 2 . Division 1 -General Requirements 19 3 . Section 3 1 24 00 -Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 a. Excavation by Plan Quantity Measurement 23 1) Measurement for this Item shall be by the cubic yard in its final position 24 using the average end area method. Limits of measurement are shown on 25 the Drawings . 26 2) When measured by the cubic yard in its final position , this is a plans 27 quantity measurement Item. The quantity to be paid is the quantity shown 28 in the proposal , unless modified by Article 11.04 of the General 29 Conditions. Additional measurements or calculations will be made if 30 adjustments of quantities are required. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per cubic yard of "Unclassified Excavation by Plan". No 35 additional compensation will be allowed for rock or shrinkage/swell 36 factors , as these are the Contractor 's responsibility. 37 c . The price bid shall include: 3 8 1) Excavation 39 2) Excavation Safety 40 3) Drying 41 4) DustControl 42 5) Reworking or replacing the over ex cavated material in rock cuts C ITY OF FO RT WO RTH STANDARD CON STRUC TI ON S PEC IFI CATI ON DOCUMENTS Revi se d January 2 8, 2013 2 023 Concret e Res torati on Contract 2 C ity Proj ect No . I 04 I 79 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3 1 2316 -2 UNCLASS IFIE D EXCA VATION Page 2 of 5 6) Hauling 7) Dispo sal of excess material not use d elsewhere onsite 8) Scarification 9) Clean-up 2. Excavation by Surveyed Quantity a. Measurement 1) Measurement for thi s Item shall be by the cubic yard in its final po s ition calculated using the average end area or composite method . a) The City will perform a reference survey once the Site has been cleared to obtain existing ground conditions. b) The City will perform a final po st-construction s urvey. c) The Contractor will be paid for the cubic yardage of Excavated material calculated as the difference between the two surveys. d) Partial payments will be based on estimated plan quantity measurements calculated by the Engineer. b. Payment 1) The wo rk performed and material s furnished in accordance with this Item and meas ured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Unclassified Excavation by Survey". c. The price bid s hall include: I) Excavation 2) Excavation Safety 3) Drying 4) Dust Control 5) Reworkin g or replacing the over excavated material in rock cuts 6) Haulin g 7) Disposa l of excess material not us e d elsewhere onsite 8) Scarification 9) Clean-up 30 1.3 REFERENCES [NOT USED] 31 A. Definition s 32 I. Unclassified Excavation -Without regard to materi a ls , all excavations shall be 33 considered unclassifi e d and shall include all materials excavated . Any reference to 34 Rock or other material s on the Drawings or in the s pecifications is solely for the 35 City and th e Contractor's information and is not to be taken as a class ification of 36 the excavation. 37 1.4 ADMINSTRATIVE REQUIREMENTS 38 A. The Contractor w ill prov ide the City with a Disposa l Letter in accordance to Di vis ion 39 01. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Revised January 28 , 2013 2023 Concrete Restoration Contract 2 City Project No. I 04179 3 I 23 16 - 3 UNCL AS SIFIED EXCAVATION Page 3 of 5 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Excavation Safety 7 1. The Contractor shall be solely responsible for making all excavations in a safe 8 manner. 9 2. All excavation and related sheeting and bracing shall comply with the requirements 10 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage 13 1. Within Existing Rights-of-Way (ROW) 14 a. Soil may be stored within existing ROW, easements or temporary construction 15 easements, unless specifically disallowed in the Contract Documents. 16 b. Do not block drainage ways, inlets or driveways. 17 c. Provide erosion control in accordance with Section 31 25 00. 18 d. When the Work is performed in active traffic areas, store materials only in 19 areas barricaded as provided in the traffic control plans. 20 e. ln non-paved areas, do not store material on the root zone of any trees or in 21 landscaped areas. 22 2. Designated Storage Areas 23 a. If the Contract Documents do not allow the storage of spoils within the ROW, 24 easement or temporary construction easement, then secure an d maintain an 25 adequate storage location. 26 b. Provide an affidavit that rights have been secured to store the materials on 27 private property. 28 c. Provide erosion control in accordance with Section 31 25 00. 29 d. Do not block drainage ways. 30 1.11 FIELD CONDITIONS 31 A . Existing Conditions 32 1. Any data which has been or may be provided on subsurface conditions is not 33 intended as a representation or warranty of accuracy or continuity between soils. It 34 is expressly understood that neither the City nor the Engineer will be responsible 35 for interpretations or conclusions drawn there from by the Contractor. 36 2. Data is made available for the convenience of the Contractor. C ITY OF FORT WORTH STANDARD CONS TR UC TI ON SP EC IFICA TION DOCUM EN TS Revi se d Janu ary 28, 20 13 2023 Co ncrete Re storation Co ntra ct 2 City Project No. 10417 9 1.12 WARRANTY [NOT USED] 2 PART 2 -PRODUCTS [NOT USED] 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill Material 3 123 16 -4 UNCLASS IFIED EXCAVAT IO N Page 4 of 5 7 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 8 D2487 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 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off-site 15 accordance with local , state, and federal regulations at locations . 16 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 2 1 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and di s pose of slides as directed . 26 G. Rock Cuts 27 1. Excavate to finish grades. 28 2. ln the event of over excavation due to contractor error below the line s and grades 29 established in the Drawings, use approved embankment material compacted in 30 accordance with Section 31 24 00 to repl ace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to finish subgrade C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Rev ised January 28, 20 13 2023 Concrete Restoration Contract 2 C ity Project No. I 04 179 3 1 23 16 -5 UNCLASSIFIED EXCAVAT ION Page 5 of 5 I 2 3 4 2. ln the event of over excavation due to contractor error below the ltnes and grades established in the Drawings, use approved embankment material compacted in accordance with Section 31 24 00 to replace the over excavated at no additional cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 6 3.5 REPAm [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL 9 A. Subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. 1n areas of over excavation, Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED) 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revi sion Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 -Measurement and Payment Section modified ; Blue Text added for clarification 21 1/28/13 D. Johnson 1.2 -Modified Bid Item names in payment section to differentiate between Payment C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICATION DOCUMENTS Revised January 28 , 2013 Methods on bid list. 2023 Concre te Restoration Co ntract 2 City Project No. I 04179 PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 32 11 23 FLEXIBLE BASE COURSES 32 11 23 -I FLEXIB LE BASE COURSES Page I of7 1. Foundation course for surface course or for other base course composed of flexible base constructed in one or more courses in conformity with the typical section. B . Deviations from this City of Fort Worth Standard Specification 1. None C. Related Specification Sections include, but are not necessarily limited to: 1. Division O -Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment l . Measurement a. Measurement for this Item will be by the square yard of Flexib le Base Course for various: l) Depths 2) Types 3) Gradations 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of Flexible Base Course. 3. The price bid shall include: a. Preparation and correction of subgrade b. Furnishing of material c. Hauling d. Blading e. Sprinkling f. Compacting 1.3 REFERENCES A. Definitions 1. RAP -Recycled Asphalt Pavement. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT IO N DO CU MEN TS Revi se d December 20, 20 12 2023 Concrete Restoration Contract 2 City Project No. I 04179 32 11 23 -2 FL EX IBLE BASE COURSES Page 2 of7 a. D698 , Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m /m3)) 3. Texas Department of Transportation (TXDOT): a. Tex-104-E, Determining Liquid Limits of Soils b . Tex-106-E, Calculating the Plasticity Index of Soils c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils d . Tex-110-E, Particle Size Analysis of Soils e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible Base Material f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials g. Tex-41 I-A, Soundness of Aggregate Using Sodium Sulfate o r Magnesium Sulfate h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS [NOT USED] 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A . General I. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Obtain materials from approved sources. 3. Notify City of changes to material sources. 4. The City may sample and te st project materials at any time before compaction throughout the duration of the project to assure specification compliance. B. Aggregate l. Furnish aggregate of the type and grade s hown on the Drawings and conforming to the requirements of Table 1. 2. Each so urce must meet Table 1 require ments for liquid limit, plastiCity index, and wet ball mill for the grade specified. 3. Do not use additives such as but not limited to lime , cement, or fl y ash to modify aggregates to me et the requirements of Table 1, unles s shown on the Drawings . C ITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIFICATION DO CUMENTS Revised December 20, 20 12 2023 Concre te Restoratio n Contract 2 City Project No. I 04 179 Table 1 Mt . I R t a ena eqmremen s Property Test Method Grade I Grade 2 Master gradation s ieve size (% retained) 2-1 /2 in. -0 1-3/4 in. 0 0-10 7/8 in. Tex-110-E 10-35 - 3/8 in. 30-50 - No . 4 45-65 45-75 No . 40 70-85 60-85 Liquid limit,% max.1 Tex-104-E 35 40 PlastiCitv index, max . 1 Tex-106-E 10 12 Wet ball mill ,% max .' 40 45 Wet ball mill ,% max . Tex-116-E increase pas sin g th e 20 20 No . 40 si eve C lass i fic ation3 1.0 1.1-2.3 Min. compressive strength3, ps i Tex-117-E lateral press ure O ps i 45 35 lateral press ure 15 psi 175 175 I. Detem11ne plastic ind ex in accordance with Tex -107-E (linear s hrinkage) when liquid limit is unattainable as defin ed in Tex-I 04-E. 2. When a soundn ess value is required by the Drawin gs , test material in accordance with Tex-411-A. 3. Meet both the cl as sifi cation and the minimum compress iv e strength, unles s otherwi se shown on the Drawings . 4. Material Tolerances 32 11 23 -3 FLEXIBLE BAS E COURSES Page 3 of7 a. The City may accept material if no more than 1 of the 5 most recent gradation tests has an individual sieve outside the specified limits of the gradation. b. When target grading is required by the Drawings, no single failing test may exceed the master grading by more than 5 percentage points on sieves No. 4 and larger or 3 percentage points on sieves smaller than No. 4. c. The City may accept material if no more than 1 of the 5 most recent plasticity index tests is outside the specified limit. No single failing test may exceed the allowable limit by more than 2 points. 5. Material Types a . Do not use fillers or binders unless approved. b. Furnish the type specified on the Drawings in accordance with the following: 1) Type A a) Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source. b) Do not use gravel or multiple sources. 2) Type B a) Only for use as base material for temporary pavement repairs. b) Do not exceed 20 percent RAP by weight unless shown on Drawings. 3) Type D a) Type A material or crushed concrete. b) Crushed concrete containing gravel will be considered Type D material. C ITY OF FORT WORTH STAND ARD C ON STRUC TION SPEC IFI CATION DOCU MENTS Revi se d De cember 20, 2012 2023 Concrete Re storation Contract 2 City Proj e ct No. I 04179 32 11 23 -4 FLEXIBLE BASE COURSES Pa ge 4 of7 c) The City may require separate dedicated stockpiles in order to verify compliance. d) Crushed concrete must meet the following requirements: (1) Table 1 for the grade specified. (2) Recycled materials must be free from reinforcing steel and other objectionable material and have at most 1.5 percent deleterious material when tested in accordance with TEX-413-A. C. Water 1. Furnish water free of industrial wastes and other objectionable matter. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3-EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. General 1. Shape the subgrade or existing base to conform to the typical sections shown on the Drawings or as directed . 2. When new base is required to be mixed with existing base: a. Deliver, place, and spread the new flexible base in the required amount. b . Manipulate and thoroughly mix the new base with existing material to provide a uniform mixture to the specified depth before shaping. B. Subgrade Compaction 1. Proof roll the roadbed before pulverizing or scarifying in accordance·with the following: a . Proof Rolling I) City Project Representative must be on-site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single-axle water truck with a 1500 gallon capacity . 3) Make at least 2 passes with the proof roller ( down and back = 1 pass). 4) Offset each trip by at most 1 tire width. 5) If an unstable or non-uniform area is found , correct the area. b. Correct I) Soft spots that rut or pump greater than 3/4 inch 2) Areas that are unstable or non-uniform 2. Installation of base material cannot proceed until compacted subgrade approved by the City. 3.4 INSTALLATION A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFI CATION DOCUM EN TS Revised December 20, 2012 2023 Concrete Restoration Contract 2 City Project No. I 04179 32 11 23 -5 FLEXIBLE BASE COURSES Page 5 of7 1. Construct each layer uniformly, free of loose or segregated areas, and with the required density and moisture content. 2. Provide a smooth surface that conforms to the typical sections, lines , and grades shown on the Drawings or as directed. 3. Haul approved flexible base in clean, covered trucks. B. Equipment 1. General a. Provide machinery, tools, and equipment necessary for proper execution of the work. 2. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b . When specific types of equipment are required , use equipment that meets the specified requirements. c. Alternate Equipment. 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. C. Placing 1. Spread and shape fle x ible base into a uniform layer by approved means the same day as delivered unless otherwise approved. 2. Place material such that it is mixed to minimize segregation. 3. Construct layers to the thickness shown on the Drawings, while maintaining the shape of the course. 4. Where subbase or base course exceeds 6 inches in thickness, construct in 2 or more courses of equal thickness. 5. Minimum lift depth : 3 inches 6. Control du st by sprinkling. 7. Correct or replace segregated areas as directed . 8. Place successive base courses and finish courses using the same construction methods required for the first course. D . Compaction 1. General a . Compact us ing den s ity control unless otherwise shown on the Drawings. b. Multiple lifts are permitted when shown on the Drawings or approved. c. Bring each layer to the moisture content directed . When necessary, sprinkle the material to the extent necessary to provide not le ss than the required den s ity. d . Compact the full depth of the sub base or base to the extent necessary to remain firm and stable under construction equipment. 2. Rolling CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Rev ised December 20, 20 12 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 32 11 23 - 6 FL EXIBL E BAS E COURS ES Pa ge 6 of7 a. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least 1/2 the width of the roller unit. b. On superelevated curves , begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 mph as directed . e. Rework, recompact, and refinish material that fails to meet or t hat loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. f. Continue work until specification requirements are met. g. Proof roll the compacted flexible base in accordance with the following: 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. Tolerances a. Maintain the shape of the course by blading. b. Completed surface shall be smooth and in conformity with the typical sections shown on the Drawings to the established lines and grades. c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4 inch in cross section in length greater than 16 feet measured longitudinally by loosening, adding or removing material. Reshape and recompact by sprinkling and rolling. d. Correct all fractures , settlement or segregation immediately by scarifying the areas affected , adding suitable material as required. Reshape and recompact by sprinkling and rolling. e. Should the subbase or base course, due to any reason, lose the required stability, density and finish before the surfacing is complete, it shall be recompacted at the sole expense of the Contractor. 4. Density Control a. Minimum Density: 95 percent compaction as determined by ASTM D698 . b. Moisture content: minus 2 to plus 4 of optimum. E. Finishing 1. After completing compaction, clip, skin , or tight-blade the surface with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of it at an approved location. 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic tire roller until a smooth surface is attained. 4. Add small increments of water as needed during rolling . C ITY OF FORT WORTH STAN DARD CONSTRUC TION SPEC IFI C ATION DOCU MENTS Revi sed December 20, 2 012 2023 C on cre te Re storati on Co ntract 2 C ity Proj ect No. I 04179 32 11 23 - 7 FLEXIBLE BASE COURSES Page 7 of7 5. Shape and maintain the course and surface in conformity with the typical sections, lines , and grades as shown on the Drawings or as directed. 6. In areas where surfacing is to be placed , correct grade deviations greater than 1/4 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire width of the cross-section. 7. Correct by loosening, adding, or removing material. 8. Reshape and recompact in accordance with 3.4.C. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 QUALITY CONTROL A. Density Test 1. City to measure density of flexible base course. a. Notify City Project Representative when flexible base ready for density testing. b. Spacing directed by City ( 1 per block minimum). c. City Project Representative determines location of density testing. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFI CATION DOCUMENTS Revised Dece mber 20, 2012 SUMMARY OF CHANGE 2023 Concrete Restoration Contract 2 C ity Project No. I 04 I 79 32 13 20 -I CONC RET ES !DEW ALKS , DR!VEW A YS AND BARRIER FREE RAMPS Page I of6 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS , DRIVEWAYS AND BARRIER FREE RAMPS 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C . Related Specification Sections include, but are not necessarily limited to: 12 1. Division O -Bidding Requirements , Contract Forms, and Conditions of the Contract 13 2. Division 1 -General Requirements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b . Payment 26 1) The work performed and materials furnished in accordance with this Ite m 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 I) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 3) Thickened edge under sidewalk limits , if adjacent to curb or retaining wall 33 34 2 . Concrete Curb at Back of Sidewalk (6 to 12 inch max) 35 a. Measurement 36 L) Measurement for this Item s hall be by the linear foot of completed and 37 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb 38 height at back of walk in its final po sit ion. 39 b. Payment 40 I) The work performed and material s furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price bid per linear foot of Concrete Curb at the Back of Sidewalk. CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised December 9 , 2021 2023 Concrete Restoration Contract 2 City Project No. I 04179 32 1320-2 C ONC RET E SIDEWALK S , DRIVE W A YS AND BARRIE R FR EE R AMP S Pag e 2 of6 1 c. The price bid shall include: 2 1) Excavating and preparing the subgrade 3 2) Furnishing and placing all materials , including concrete and reinforcing 4 steel 5 3) Excavation in back of "retaining" curb 6 4) Furnishing, placing, and compacting backfill 7 3. Concrete Driveway 8 a. Measurement 9 1) Measurement for this Item shall be by the square foot of completed and JO accepted Concrete Driveway in its final position for various: 11 a) Thicknesses 12 b) Types 13 2) Dimensions will be taken from the back of the projected curb, including the 14 area of the curb radii and will extend to the limits specified in the Drawings . 15 3) Sidewalk portion of drive will be included in driveway measurement. 16 4) Curb on drive will be included in the driveway measurement. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" will be paid for at the unit 20 price bid per square foot of Concrete Driveway . 21 c. The price bid shall include: 22 I) Excavating and preparing the subgrade 23 2) Furnishing and placing all materials 24 3) Temporary asphalt transition at width shown on plans (typically 9 inches) 25 when the pavement adjacent to the driveway will be improved 26 27 4. Barrier Free Ramps 28 a . Measurement 29 1) Measurement for this Item shall be per each Barrier Free Ramp completed 30 and accepted for various: 31 a) Types 32 b . Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price bid per each "Barrier Free Ramp" installed . 36 c. The price bid shall include: 37 1) Excavating and preparing the subgrade 38 2) Furnishing and placing all materials 39 3) Curb Ramp 40 4) Landing and detectable warning surface as shown on the Drawings 41 5) Adjacent flares or side curb 42 6) Concrete gutter width along ramp opening 43 7) Doweling into adjacent concrete pavement, if applicable 44 1.3 REFERENCFS 45 A Abbreviations and Acronyms 46 1. T AS -Texas Accessibility Standards 47 2. TDLR -Texas Department of Licensing and Regulation 48 B. Reference Standards CITY OF FORT WORT H ST ANDARD CONSTR UCT ION S P EC IFI CATION DOCUMENTS Revi sed Dece mb e r 9, 20 2 1 2023 Concrete Restorati on Co ntract 2 City Project No. I 041 79 32 1320-3 CONC RET E S ID EWALKS , DRJ VE W A YS AN D BARRI ER FREE RAMP S Pag e 3 of6 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specificaUy cited. 4 2. American Society for Testing and Materials (ASTM) 5 a. D545 , Test Methods for Preformed Expansion Joint Fillers for Concrete 6 Construction (Non-extruding and Resilient Types) 7 b. D698 , Test Methods for Laboratory Compaction Characteristics of Soil Using 8 Standard Effort (12,400 ft-lbf/ft3) 9 1.4 ADMINIS1RATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOTUSED] 11 1.6 ACTION SUBMITTALS/INFORMA TIONAL SUBMITIALS 12 A Mix Design: submit for approval. Section 32 13 13. 13 B. Product Data: submit product data and sample for pre-cast detectable warning for 14 barrier free ramp. 15 1.7 CLOSEOUT SUBMITIALS [NOT USED] 16 1.8 MAIN1ENANCE MA1ERIAL SUBMITTALS [NOTUSED] 17 1.9 QUALI1Y ASSURANCE [NOT USED) 18 1.10 DELIVERY, SlORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD CONDITIONS 20 A Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 21 1.12 W ARRAN1Y [NOT USED] 22 PART2-PRODUC1S 23 2.1 OWNER-FURNISHED PRODUC1S [NOT USED] 24 2.2 EQUIPMENT AND MA1ERIALS 25 A Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 26 the finished work. 27 B. Concrete: see Section 32 13 13. 28 1. Unless otherwise shown on the Drawings or detailed specifications , the standard 29 class for concrete sidewalks, driveways and barrier free ramps is shown in the 30 foUowing table: 31 Standard Classes of Pavement Concrete Class of Minimum Concrete 1 Cementitious , Lb.ICY A 470 32 C. Reinforcement: see Section 32 13 13. C ITY OF FORT WORTH STANDARD CONSTR UCTI ON S PEC IFI CATION DOC UM EN TS Rev ised Dece mb e r 9, 2021 28 Day Min. Compressive Strength2 psi 3000 Maximum Course Water/ Aggregate Cementitious Maximum Ratio 0.58 Size , inch 1-1/2 2023 Concrete Restoration Contract 2 City Project No . I 0417 9 32 1320-4 CONCRETE SIDEWALKS , DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 6 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 2 bars at 18 inches on-center-both-ways at the center plane of all slabs, unless 3 otherwise shown on the Drawings or detailed specifications. 4 D. Joint Filler 5 1. Wood Filler: see Section 32 13 13. 6 2. Pre-Molded Asphalt Board Filler 7 a. Use only in areas where not practical for wood boards. 8 b. Pre-molded asphalt board filler: ASTM D545. 9 c. Install the required size and uniform thickness and as specified in Drawings. 10 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 11 mixture of asphalt and vegetable fiber and/or mineral filler. 12 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALI1Y CON1ROL [NOT USED] 15 PART 3 -EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION 19 A. Surface Preparation 20 1. Excavation: Excavation required for the construction of sidewalks, driveways and 21 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 22 established by the City. 23 2. Fine Grading 24 a. The Contractor shall do all necessary filling, leveling and fine grading req uired 25 to bring the subgrade to the exact grades specified and compacted to at least 90 26 percent of maximum density as determined by AS TM D698 . 27 b. Moisture content shall be within minus 2 to plus 4 of optimum. 28 c. Any over-excavation shall be repaired to the satisfaction of the City. 29 B. Demolition I Removal 30 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 31 3.4 INSTALLATION 32 A. General 33 1. Concrete sidewalks shall have a minimum thickness of 4 inches . 34 2. Sidewalks constructed in driveway approach sections shall have a minimum 35 thickness equal to that of driveway approach or as called for by Drawings and 36 specifications within the limits of the driveway approach. 37 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for 38 walks shall be 2 percent max in accordance with current T AS/TD LR guidelines. 39 The construction of the driv eway approach shall include the variable height radius 40 curb or a pan driveway approach in accordance with the Drawings . CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT ION DOCUMENTS Revised December 9, 2021 2023 Concreti: Restoration Contract 2 City Project No. I 04 179 32 13 20 -5 C ONC R ET E SIDEWALKS , DRIVEWAYS AND BARRIE R FREE RAMPS Page 5 of 6 4. All pedestrian facilities shall comply with provisions ofTAS including location, 2 slope, width, shapes , texture and coloring. Pedestrian facilities installed by the 3 Contractor and not meeting T AS must be removed and replaced to meet T AS (no 4 separate pay). 5 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 6 position during the depositing of concrete. 7 C. Reinforcement: see Section 32 l3 13. 8 D. Concrete Placement: see Section 32 l3 13. 9 E. Finishing 10 1. Concrete sidewalks , driveways and barrier free ramps shall be finished to a true, 11 even surface. 12 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 13 3. Provide exposed aggregate finish for driveways and sidewalks if s pecified. 14 4 . Edge joints and sides shall with suitable tools. 15 F . Joints 16 1. Expansion joints for sidewalks , driveways and barrier free ramps shall be formed 17 using redwood. 18 2. Expansion joints shall be placed at intervals ten times the width of the sidewalk. 19 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 20 driveways , curbs, formations, other sidewalks and other adjacent old concrete work. 21 Similar material shall be placed around all obstructions protruding into or through 22 sidewalks or driveways. 23 4. AU expansion joints shall be 1/2 inch in thickness. 24 5. Edges of alJ construction and expansion joints and outer edges of all sidewalks shall 25 be finished to approximately a 1/2 inch radius with a suitable fmishing tool. 26 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 27 marking tool. Saw cutting of joints to the required depth may be desirable on wider 28 sidewalks and is acceptable if approved by the City 29 7. When sidewalk is against the curb, expansion joints shall be spaced to match those 30 in the curb, possibly in addition to the required spacing above. 31 G. Barrier Free Ramp 32 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 33 manufactured by StrongGo Industries or approved equal by the City . 34 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 35 of pedestrian travel, and extend to the limit of the width of the landing where the 36 pedestrian access route enters the street. 37 3 . Locate detectable warning surface so that the edge nearest the curb line is at the 38 extension of the face of the curb. 39 4 . Detectable warning Dome-Tile surface may be curved along the corner radius. 40 5. Install detectable warning surface according to manufacturer 's instructions. C IT Y OF FORT WORT H ST ANDARD CONSTRUCT ION S P EC IFI CATION DOCUMENTS Rev ised Dece mb e r 9, 202 1 2023 Co ncrete Restoration Co ntract 2 City Proj ect No. I 0417 9 32 1320 -6 CONCRETE S IDEWALKS , DRIVEWAYS AND BARRIER FREE RAMPS Page 6of6 3.5 REPAIR/RFSTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOTUSED) 3 3. 7 FIELD QUALI1Y CON1ROL [NOT USED] 4 3.8 SYSTEM STARTIJP [NOT USED) 5 3.9 ADJUSTING [NOT USED) 6 3.10 CLEANING [NOTUSED) 7 3.11 CLOSEOUT ACTIVITIFS [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAIN1ENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED) 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12 /20/20 12 D. Johnson 1.2 .A.3 -M easurement and Payment for Barrier Free Ramp s modified to match 12 updated C it y D etails 4 /30/2013 F. Griffin Corrected Part I , 1.2 , A , 3 , b, I to read; from ... square foot of Concrete Sidewalk . to ... each "Barrier Free Ra mp" in stalled. June 5, 2018 MOwen Revise d Measure ment and Payme nt .section. Apri l 29, 202 1 MOwen 1.2 A. 4 . c. Rev ise Barrier Free Ramp -Payme nt Section D ecember 9 , M Owen 1.2 A . 1.c. and 1.2 A. 3. c. Clarified vW1at is included in bid it ems for s idewalk a nd 2021 driveway , respective ly C ITY OF FORT WORTH STANDARD CONSTRUCT ION S P EC IFI CATION DOCUMENTS Revi sed December 9, 202 1 2023 Concrete Restoration Contract 2 C ity Project No . I 04 1 79 32 13 73 - I CONCRETE PAVING JOI N T SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 32 13 73 CONCRETE PA YING JOINT SEALANTS 1. Specification for silicone joint sealing for concrete pavement and curbs. B . Deviations from thi s City of Fort Worth Standard Specification 1. None . C. Related Specification Sections include, but are not necessarily limited to: Page I of4 1. Division O -Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 -General Requirements 3. Section 32 13 13 -Concrete Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the linear foot of Joint Sealant completed and accepted only when s pecified in the Drawings to be a pay item. 2. Payment a. 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, unless specifically specified on Drawings. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in thi s Specification refer to the current reference standard published at the time of the latest revision date logged at the end of thi s Specification, unle ss a date is s pecifically cited. 2. ASTM International (ASTM): a. D5893 , Standard Specification for Cold Applied, Single Component, C hemically Curing Silicone Joint Sealant for Portland Cement Concrete Pave me nts 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Test and Evaluation Reports 1. Prior to in stallation , furnish certification by an independent testing laboratory that the silicone joint sealant meets the requirements of thi s Section. CIT Y OF FORT WORTH STANDARD CONSTRUCTIO N SPEC IFICAT ION DO CUMENTS Rev ise d December 20, 20 12 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 32 13 73 -2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant has a minimum 2-year demonstrated , docume nted successful field performance with concrete pavement silicone joint sealant systems. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS A. Do not apply joint sealant when the air and pavement temperature is less than 35 degrees F B. Concrete s urface must be clean , dry and frost free . C. Do not place sealant in an expansion-type joint if surface temperature is below 35 degrees For above 90 degrees F. 1.12 WARRANTY [NOT USED] PART 2 -PRODUCTS 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS & EQUIPMENT A. Materials 1. Joint Sealant: ASTM D5893 . 2. Joint Filler, Backer Rod and Breaker Tape a . The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provid e a tight seal. b . The back rod and breaker tape shall be in stalled in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. c. The backer rod and breaker tape shall be compatible with the s ilicone joint sealant and no bond or reaction shall occur between them . 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 -EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUMENTS Revised December 20, 2012 2023 Concrete Restoration Co ntract 2 C ity Project No. I 04 179 32 13 73 -3 CONCRETE PAVING JOINT SEALANTS Page 3 of 4 3.4 INST ALLA TI ON A. General 1. The silicone sealant shall be cold applied. 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength prior to sealing joints. 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement in a continuous sequence of operations. 4. See Drawings for the various joint details with their respective dimensions. B. Equipment 1. Provide all necessary equipment and keep equipment in a satisfactory working condition. 2. Equipment shall be inspected by the City prior to the beginning of the work. 3. The minimum requirements for construction equipment shall be a s follows: a. Concrete Saw. The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions . b. Air Compressors. The delivered compressed air shall have a pressure in excess of 90 psi and shall be suitable for the removal of all free water and oil from the compressed air. c. Extrusion Pump. The output shall be capable of supplying a sufficient volume of sealant to the joint. d. Injection Tool. This mechanical device shall apply the sealant uniformly into the joint. e. Sandblaster. The design shall be for commercial use with air compressors as specified in this Section. f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. C. Sawing Joints: see Section 32 13 13. D . Cleaningjoints 1. Dry saw in 1 direction with reverse cutting blade then sand blast. 2. Use compressed air to remove the resulting dust from the joint. 3. Sandblast joints after complete drying. a. Attach nozzle to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the face of the joint. b . Sandblast both joint faces sandblasted in separate, 1 directional passes. c. When sandblasting is complete, blow-out using compressed air. d. The blow tube shall fit into the joints. 4. Check the blown joint for residual dust or other contamination. a. If any du st or contamination is found , repeat sandblasting and blowing until the joint is cleaned. b . Do not use so lvents to remove stains and contamination. 5. Pl ace the bond breaker and sealant in the joint immediately upon cleaning. 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of th e joint sealant. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2023 Concrete Restoration Contract 2 City Project No. 104179 32 13 73 -4 CONCRETE PAV ING JOINT SEALANTS Page 4 of 4 7. Do not leave open , cleaned joints unseal ed overnight. E. Joint Sealant 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the mechanical injection tool. 2. Do not sea l joints unles s they are clean and dry. 3. Remove and discard excess se alant left on th e pavement surface. a. Do not excess use to seal th e joints. 4. The pav e ment surface shall present a clean final condition as determined by City. 5. Do not allow traffic on the fresh sealant until it becomes tack-free . F. Approval of Joints 1. The City may request a representative of the sealant manufacturer to be present at the job s ite at the beginning of the final cleaning and sealing of joints. a. The repres e ntative shall demonstrate to the Contractor and the City the acceptable method for sealant installation . b . The representative shall approve the clean, dry joints before the sealing operation commences. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revis ion Log DATE NAME C IT Y OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICATION DOCUMENTS Rev ised December 20, 20 12 SUMMARY OF C HANG E 2023 Concrete Resto ration Contrac t 2 City Project No. I 04 179 3305 14-1 ADJUSTING MANHOL ES , INLETS , VALVE BOXES , AND OT HER STRUCTURES TO GRADE Page I of8 SECTION 33 05 14 2 ADJUSTING MANHOLES , INLETS, VAL VE BOXES , AND OTHER STRUCTURES TO 3 GRADE 4 PART 1-GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1 . Vertical adjustments to manholes, drop inlets , valve boxes , cathod ic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification IO 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division I -General Requirements 15 3. Section320117-PermanentAsphaltpavingRepair 16 4 . Section 32 01 29-Concrete Paving Repair 17 5. Section 33 05 10-Utility Trench Excavation , Embedment and Backfill 18 6. Section 33 05 13 -Frame, Cover and Grade Rings 19 7 . Section 33 39 10 -Cast-in-Place Concrete Manholes 20 8. Section 33 39 20-Precast Concrete Manholes 21 9. Section 33 12 20-Resilient Seated (Wedge) Gate Valve 22 10 . Section 33 12 21 -A WW A Rubber-Seated Butterfly Valve 23 11. Section 33 04 11 -Corrosion Control Test Station 24 12 . Section 33 04 12 -Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole -Minor Adjustment 28 a . Measurement 29 I) Measurement for this Item shall be per each adjustment us ing only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a grade 31 as specified on the Drawings. 32 b . Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Manhole Adjustment, 35 Minor" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material CITY OF FORT WORTH STANDAR D CONSTRUCT ION SPECIF ICATIO N DOCUMENTS Revised March 11 , 2022 2023 Co ncrete Restoration Co ntract 2 City Proj ec t No. I 04 179 I 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 33 05 14 -2 ADJUSTlNG MANHOLES , fNLETS, VALVE BOXES , AND OTHER STRUCTURES TO GRADE 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 Page2of8 1) Measurement for this Item shall be per each adjustment requiring structural modifications to rai se 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 : I) Pavement removal 2) Excavation 3) Haulin g 4) Dispo sal of excess material 5) Structural modification s, grade ring s or other adjustment devic e 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 thi s Item shall be pe r each adjustment requiring structural modification s to raise or lower a manhole to a grade specified on the Drawings or structural modification s for a manhole requiring a new frame and cover, often for changes to cover diameter. b . Payment I) 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 : I) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications , grade rings or other adjustment devic e 6) Frame and cover 7) Furnishing, placin g and compaction of embedment and bac kfill 8) Concrete base material 9) Permanent asphalt patch or concrete pavin g r e pair , as required I 0) Clean-up 4 . Inlet a . Measurement C IT Y OF FORT W O RTH STANDARD CONSTRU CT ION SPEC IFI CATION DOCUMENTS Revised March 11 , 2022 2023 Concrete Restoration Co ntract 2 City Proj ec t No . I 04 179 I 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 330514-3 ADJUSTING MANHOLES , INLETS , VALVE BOXE S , AN D OTHER STRUC TURES TO GRADE Page 3 of 8 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c . The price bid shall include : 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration , permanent asphalt patch or concrete paving repair , as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b . Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include : 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair , as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings . b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: I) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material C ITY OF FORT W ORT H STANDARD C ONSTR UCT ION S P EC IFI CAT ION OOCUMENT S Rev ised March 11 , 2022 2023 Concrete Restoration Contract 2 C ity Proj ect No . I 04179 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3305 14-4 ADJUSTING MANHOLES, INLETS , VALVE BOXES , AND OTHER STRUCTURES TO GRADE Page 4 of8 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 s hall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b . Payment l) 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) Di s posal 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 s hall 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 I) 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 bid shall include : 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 9 . Miscellaneous Structure C ITY OF FORT WORTH STANDARD CONSTR UCT ION SPECIF ICATION DOCUMENTS Revised March 11 , 2022 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 33 05 14 -5 ADJUST ING MANHOLES, INLETS , VALVE BOXES , AND OTHER STRUCTURES TO GRADE Page 5 of 8 I a. Measurement 2 1) Measurement for this Item s hall be per each adjustment requiring structural 3 modificatio ns to said structure to a grade specified on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each "Miscellaneous Structure 7 Adjustment" completed . 8 c. The price bid shall includ e: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Structural modifications 14 6) Furnishing, placing and compaction of embedment and backfill 15 7) Concrete base material 16 8) Permanent asphalt patch or concrete paving repair, as required 17 9) Clean-up 18 1.3 REFER.ENC FS 19 A. Definition s 20 1 . Minor Adjustment 21 a . Refers to a s mall elevation change performed on an existing manhole where the 22 existing frame and cover are reused . 23 2. Major Adjustment 24 a. Refers to a s ignificant e levation change performed on an existing manhole 25 which requires structural modificat ion or when a 24-inch ring is changed to a 26 30-inch ring . 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard publis hed at the time of the late st revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Texas Commission on Environmental Quality (TCEQ): 32 a. Title 30, Part I , Chapter 217, SubchapterC, Rule217.55 -Manholes and 33 Related Structures. 34 1.4 ADMINIS1RATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMA TIONAL SUBMITTALS [NOT USED] 37 1. 7 CLOSEOUT SUBMITIALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALI1Y ASSURANCE [NOT USED] 40 1.10 DELIVERY, S10RAGE, AND HANDLING [NOT USED] 41 1.11 FIELD [SITE] CONDITIONS [NOT USED] C ITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICAT ION DOCUMENTS Rev ised March 11 , 2022 2023 Co ncrete Restoration Contract 2 City Project No. I 04179 33 05 14 -6 ADJUSTING MANHOLES , INLETS , VALVE BOXES , AND OTHER STRUCTURES TO GRADE Page6of8 1.12 WARRAN1Y [NOT USED] 2 PART2-PRODUCTS 3 2.1 OWNER-FURNISHED !OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2.2 2.3 2.4 MA'IERIALS A Cast-in-Place Concrete 1. See Section 03 30 00. B. Mod ifications 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 va lve 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. ACCESSORIES [NOT USED ] SOURCE QUALI1Y CON1ROL [NOT USED ] 25 PART3 -EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION 28 A Verification of Conditions 29 1. Examine existing structure to be adjusted, for damage or defects that may affect 30 grade adjustment. 31 a. Report iss ue to City for consideration before beginning adjustment. 32 3 .3 PREPARATION 33 A Grade Verification CITY OF FORT WORTH STANDARD CONSTRUCT ION SPEC IF ICAT ION DOCUMENTS Rev ised March 11 , 2022 2023 Concrete Restoratio n Contract 2 City Proj ect No. I 04179 33 05 14 -7 ADJU STLNG MANHOLES , INLETS , VALVE BOXES , AND OTHER STRUCTURES TO GRADE Page7of8 I 1. On major adjustments confirm any grade change noted on Drawings is consistent 2 with field measurements. 3 a. If not, coordinate with City to verify final grade before beginning adjustment. 4 3.4 ADJUS1MENT 5 A. Manholes , Inlets , and Miscellaneous Structures 6 1. On any san itary sewer adjustment replace 24-inch frame and cover assembly with 7 30-inch frame and cover assemb ly per TCEQ requirement. 8 2. On manhole major adjustments, inlets and miscellaneous structures protect the 9 bottom using wood forms shaped to fit so that no debris blocks the invert or the 10 inl et or out let piping in during adjustments. 11 a. Do not use any more than a 2-piece bottom. 12 3. Use the least number of grade rings necessary to meet required grade. 13 a . For example, if a I-foot adjustment is required , use 2 6-inch rin gs, not 6 2-inch 14 rings. 15 b . The maximum height of adjustment shall be no more than 12 inches for any 16 combination of grade rings . If 12 inches is required , use 3 -4 inch rings. I 7 B. Valve Boxes 18 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 19 the Drawings. 20 C. Backfill and Grading 21 1. Backfill area of excavation s urrounding each adjustment in accordance to Section 22 33 05 10 . 23 D . Pavement Repair 24 1. If required pavement repair is to be performed in accordance with Section 32 01 17 25 or Section 32 01 29. 26 3.5 REPAIR/ RESTORATION [NOT USED] 27 3.6 RE-INSTALLATION [NOTUSED] 28 3. 7 FIELD Joa] SHE QUALI1Y CONIROL [NOT USED] 29 3.8 SYS1EM STARTIJP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOTUSED] 32 3.11 CLOSEOUT ACTIVITIFS [NOT USED] 33 3.12 PROJECTION [NOT USED] 34 3.13 MAIN1ENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIF ICATLON OOCUMENTS Revised March 11 , 2022 2023 Concrete Restoration Contract 2 City Project No. I 04 179 2 DATE 12 /20/2012 9 /20 /2017 3 /11 /2022 33 05 14 -8 ADJUSTING MANHOLES , INLETS , VALVE BOXES , AND OTHER STRUCTURES TO GRADE Page8of8 END O F SEC TIO N Revis ion Log NAME SUMMARYOF CHANGE 1.2.A -Pay item added for a major manho le adjustment which reuses the exist ing frame and cover and a major adjustment requiring a new frame and cover; Added D. Johnson items to be inc luded in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 -Pavement repair requirements were added W. Nornood 3.4.3 Eliminate 24 inc h requirement for maximum chimney height adjustment. 3.4.4.bAdd requirement for maximum height of grade rings to be 12 inc hes or 3-4 inch ri ngs MOwen Add measurement and payment section for meter box adjustment C ITY OF FORT WORTH 2023 Concrete Restoration Contract 2 City Project No. I 04179 STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Revised March 11 , 2022 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes : 34 71 13 -1 TRAFFIC CONTROL Pagelof6 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections inc Jude , but are not necessarily limited to: 10 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I -General Requirem e nts 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Pay ment 14 1. Installation of Traffic Control Devices 15 a. Meas urement 16 1) Measurement for Traffic Control Devices shall be per month for the Project 17 duration . 18 a) A month is defined as 30 calendar days. 19 b. Payment 20 I) The work performed and materials furnished in accordance with this Item 21 and meas ured as provided under "Measurement" shall be paid for at the 22 unit price bid for "Traffic Control". 23 c. The price bid shall includ e: 24 1) Traffic Control implementation 25 2) Installation 26 3) Maintenance 27 4) Adjustments 28 5) Replacements 29 6) Removal 30 7) Police assistance during peak hours 31 2 . Portable Message Signs 32 a. Measurement 33 I) Measureme nt for this Item s hall be per week for t he duration of use. 34 b . Pay ment 35 1) The work performed and materials furnished in accordance to this Item and 36 measured as provided und e r "Meas urement" shall be paid for at the unit 37 pric e b id per week for "Portable Message Sign " rental. 38 c. The pric e bid shall includ e: 39 1) Delivery of Portable Message Sign to Site 40 2) Message updatin g 41 3) Sign movement throughout construction 42 4) Ret urn of the Portable Message Sign pos t-construction CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised March 22 , 202 1 2023 Concrete Re sto ration Co ntract 2 CityProject No.104179 l 3. Preparation of Traffic Control Plan Details 2 a. Measurement 34 71 13 -2 TRAFFIC CONTROL Page2of6 3 1) Measurement for this Item be per each Traffic Control Detail prepared. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 shall be paid for at the unit price bid per each "Traffic Control Detail" 7 prepared. 8 c. The price bid shall include: 9 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 10 longer 11 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 12 (TMUTCD) 13 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 14 4) Incorporation of City comments 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 21 3. Item 502 , Barricades , Signs, and Traffic Handling of the Texas Department of 22 Transportation, Standard Specifications for Construction and Maintenance of 23 Highways , Streets, and Bridges. 24 1.4 ADMINIS1RATIVE REQUIREMENTS 25 A. General 26 1. Contractor shall minimize lane closures and impact to vehicular/pedestrian traffic. 27 B. Coo rd in at ion 28 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 29 implementing Traffic Control within 500 feet of a traffic signal. 30 C. Sequencing 31 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 32 approved by the City and design Engineer before implementation. 33 1.5 SUBMITTALS 34 A. Provide the City with a current list of qualified flaggers before beginning flagging 35 activities. Use only flaggers on the qualified list. 36 B. Obtain a Street Use Permit from the TPW Department's Transportation Division. The 37 Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control 38 Plan Detail sheets of the Drawing set. A copy of this Traffic Control Plan shall be 39 submitted with the Street Use Permit. 40 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 41 Engineer. C ITY OF FORT WORTH STANDARD C ON STR UCT ION SP EC IFI C ATION DOC UMENTS Revi sed March 22 , 2021 2023 C oncrete Re storation Contract 2 City Project N o. 104179 34 7 1 13 -3 TRAFFIC CONTROL Page 3 of6 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 2 Specifications. The Contractor will be responsible for having a licensed Texas 3 Professional Engineer sign and seal the Traffic Control Plan sheets.A traffic control 4 "Ty pical" published by City of Fort Worth , the Texas Manual Unified Traffic Control 5 Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as 6 an alternative to preparing project/s ite specific traffic control plan if the typical is 7 applicable to the specific project/site. 8 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan . 9 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 10 changes to the Traffic Control Plan(s) developed by the Design Engineer. 11 1.6 ACTION SUBMITIALS/INFORMA TIONAL SUBMITIALS [NOT USED] 12 1. 7 CLOSEOUT SUBMITIALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITIALS [NOT USED] 14 1.9 QUALI1Y ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SI1E] CONDITIONS [NOT USED] 17 1.12 W ARRANIY [NOT USED] 18 PART 2 -PRODUC1S 19 2.1 OWNER-FURNISHED toa] OWNER-SUPPLIED PRODUC1S [NOT USED] 20 2.2 ASSEMBLIES AND MATERIALS 21 A. Desc ription 22 1. Regulatory Requirements 23 a. Provide Traffic Control Devices that conform to details shown on the 24 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 25 Device List (CWZTCDL). 26 2. Materials 27 a. Traffic Control Devices must meet all reflectivity requirements included in th e 28 TMUTCD and TxDOT Specifications -Item 502 at all times during 29 construction. 30 b . Electronic message boards shall be provided in accordance with the TMUTCD. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Revi sed March 22 , 202 1 2023 Con crete Restoration Co ntract 2 C ity Project No. I 04179 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALI'IY CON1ROL [NOT USED] 3 PART3-EXECUilON 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPARATION 6 A. Protection of In-Place Conditions 7 1. Protect existing traffic signal equipment. 8 3.3 INSTALLATION 34 7 1 13 -4 TRAFF IC C ONTRO L P age 4 of 6 9 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on JO the Drawings and as directed. 11 B. Install Traffic Control Devices straight and plumb. 12 C. Do not make changes to the location of any device or implement any other changes to 13 the Traffic Control Plan without the approval of the Engineer. 14 1. Minor adjustments to meet field constructability and visibility are allowed. 15 D . Maintain Traffic Control Devices by taking corrective action as soon as possible. 16 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 17 covering, or removing Devices. 18 2. Maintain the Devices such that they are properly positioned , spaced, and legible , 19 and that retroreflective characteristics meet requirements during darkness and rain. 20 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 21 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 22 lights , signs , or other precautionary measures for the protection of persons or property), the 23 Inspector may order such additional precautionary measures be taken to protect persons 24 and property. 25 F. Subject to the approval of the Inspector, portions ofthis Project, which are not affected by 26 or in confuct with the proposed method of handling traffic or utility adjustments, can be 27 constructed during any phase . 28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 29 distance of drivers entering the highway from driveways or side streets. 30 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 31 be erected and mounted on portable supports. 32 1. The support design is subject to the approval of the Engineer. 33 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 34 J . If at any time the existing traffic signals become inoperable as a resu It of construction 35 operations , the Contractor shall provide portable stop signs with 2 orange flags , as 36 approved by the Engineer, to be used for Traffic Control. C ITY OF FORT WORTH ST AN DARD CONSTR UCT ION S PEC IFIC ATION DOC UM EN TS Rev ised March 22 , 202 1 2023 Concrete Re storatio n Contract 2 C ity Proj ect No. I 041 79 34 7 1 13 - 5 TRAFF IC C O NTROL P age 5 o f6 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 2 turn-ons, street light pole installation , or other construction will be done during peak traffic 3 times (AM: 7 am -9 am, PM: 4 pm -6 pm). 4 L. Flaggers 5 I. Provide a Contractor representative who has been certified as a flagging instructor 6 through courses offered by the Texas Engineering Extension Service, the American 7 Traffic Safety Services Association , the National Safety Council, or other approved 8 organizations. 9 a. Provide the certificate indicating course completion when requested. 10 b . This representative is responsible for training and assuring that all flaggers are 11 qualified to perform flagging duties . 12 2 . A qualified flagger must be independently certified by 1 of the organizations listed 13 above or trained by the Contractor 's certified flagging instructor. 14 3. Flaggers must be courteous and able to effectively communicate with the public. 15 4. When directing traffic , flaggers must us e standard attire, flags , signs , and signals 16 and follow the flagging procedures set forth in the TMUTCD. 17 5. Provide and maintain flaggers at such points and for such periods of time as may be 18 required to provide for the safety and convenience of public trave l and Contractor 's 19 personnel, and as shown on the Drawings or as directed by the Engineer. 20 a. These flaggers shall be located at each end of the lane closure. 21 M. Removal 22 1. Upon completion of Work, remove from the Site all barricades , signs, cones, lights 23 and other Traffic Control Devices used for work-zone traffic handling as soon as 24 practical in a timely manner, unless otherwise shown on the Drawings. 25 3.4 REPAIR/ RESTORATION [NOT USED] 26 3.5 RE-INSTALLATION [NOTUSED] 27 3.6 FIELD [oR] SI1E QUALI1Y CONIROL [NOT USED] 28 3. 7 SYS1EM STARTUP [NOT USED] 29 3.8 ADJUSTING [NOT USED] 30 3.9 CLEANING [NOT USED] 31 3.10 CLOSEOUT ACTIVITIFS [NOT USED] 32 3.11 PROJECTION [NOT USED] 33 3.12 MAINTENANCE [NOT USED] 34 3.13 ATTACHMEN1S [NOT USED] 35 END OF SECTION 36 37 C ITY OF FORT WORTH ST ANDARD C ON STR UCT ION S P EC IFI CATION DOCUM EN T S Revi sed March 22 , 2 02 1 2023 Concrete Re sto ration Contract 2 C ity Proj ect No. I 04179 DATE NAME 11 /22/13 S. Arnold 3/22/2021 M O'M:n C IT Y OF FORT WORTH Revision Log SUMMARY OF CHANGE 34 71 13 -6 TRAFFIC CONTROL Page 6 of6 Added po lice assistance, requirement for wh e n a s it e sp eci fi c TCP is r e quired 1.4 A. A dded language to e mph asize minimiz in g of lan e c losures and impact to traffic . I .5 C la rifi e d submitt a l r e quire m ents 3 .3 M . C larified r emoval r e qui re m ents STANDARD CONSTRUCT ION SPECIF ICATION DOCUMENTS Rev ised March 22 , 2021 2023 Co ncrete Re sto rati on Con tract 2 C ity Project No . I 04 17 9 32 13 13 - I CONCRETE PAYING Pa ge I of 22 1 SECTION 321313 2 CONCRETE PA YING 3 PARTl-GENERAL 4 1.1 SUMMARY 5 A. Section includes: 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. FOR THIS PROJECT CONCRETE PA YING SECTION 32 13 13 INCLUDES 10 FINISHED CONCRETE OF INDIVIDUAL PANEL OR/AND PANEL WITH 11 MONOLITHICALLY POURED CURB. 12 2. MINOR MANHOLE AND WATER VAL VE BOX ADJUSTMENT SHALL BE 13 CONSIDERED SUBSIDIARY WORK, NO SEP ARA TE PAY. 14 3. BACKFILLING AND FINISHING GRADE BEHIND CURB INCLUDING 15 FURNISHING AND PLACING TOP SOIL SHALL BE CONSIDERED 16 SUBSIDIARY WORK, NO SEPARATE PAY. 17 4. SA WING, CLEANING AND APPL YING JOINT SEALANTS WITH 18 FURNISHING AND INSTALLING MATERIALS SHALL BE CONSIDERED 19 SUBSIDIARY WORK, NO SEPARATE PAY. 20 5 . UNCLASSIFIED EXCAVATION (IF NEEDED) FOR CONCRETE PAVING UP 21 TO 7 INCH SHALL BE CONSIDERED SUBSIDIARY, NO SEPARATE PAY. 22 6. MINIMUM COMPRESSIVE STRENGTH OF HIGH EARLY STRENGTH (HES) 23 CLASS CONCRETE SHALL BE 3,000 PSI AT 72 HOURS. 24 7. TO CHECK THE COMPRESSIVE STRENGTH OF THE CONCRETE BEING 25 PLACED ONE CYLINDER TO BE TESTED AT 3 DAYS BY CITY IN 26 ADDITION TO TEST AT 7 DAYS AND 28 DAYS. 27 C. Related Specification Sections include, but are not necessarily limited to: 28 1. Division O -Bidding Requirements, Contract Forms , and Conditions of the Contract 29 2. Division 1 -General Requirements 30 3. Section 32 01 29 -Concrete Paving Repair 31 4. Section 32 13 73 -Concrete Paving Joint Sealants 32 1.2 PRICE AND PAYMENT PROCEDURES 33 A . Measurement 34 1. Measurement 35 a. Measurement for this Item shall be by the square yard of completed and 36 accepted Concrete Pavement in its final position as measured from back of curb 37 for various: 38 l) Classes 39 2) Thicknesses 40 2. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2023 Concrete Re storation Contract 2 C ity Project No. I 04179 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 32 13 13 - 2 CONCRETE PAYING Pa ge 2 of 22 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 1. Cleanup J. MAKING MINOR ADJUSTMENT OF EXISTING MANHOLE AND WATER VAL VE BOX ADJUSTMENT k. BACKFILLING AND FINISHING GRADE BEHIND CURB INCLUDING FURNISHING AND PLACING OF TOP SOIL PER SECTION 32 9119 1. UNCLASSIFIED EXCAVATION (IF NEEDED) FOR CONCRETE PAVING UPTO7INCH 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this specification refer to the current reference standard 28 published at the time of the latest revision date logged at the end of this 29 specification, unless a date is specifically cited. 30 2. ASTM International (ASTM): 31 a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete 32 Reinforcement 33 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 34 Field 35 c. C33, Concrete Aggregates 36 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 37 Specimens 38 e . C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 39 Beams of Concrete 40 f. C94/C94M, Standard Specifications for Ready-Mixed Concrete 41 g. C150, Portland Cement 42 h. C156 , Water Retention by Concrete Curing Materials 43 1. C172, Standard Practice for Sampling Freshly Mixed Concrete 44 J. C260 , Air Entraining Admixtures for Concrete 45 k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2 46 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 47 m . C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 48 Admixture in Concrete CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIO N DOCUMENTS Rev ised Dec emb er 20, 2012 2023 Co ncrete Restoration Contract 2 City Proj ect N o . I 04179 32 1313-3 CONCRETE PAYING Page 3 of 22 1 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 2 Concrete 3 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 4 Cement Concrete 5 p. C1602, Standard Specification for Mixing Water Used in the Production of 6 Hydraulic Cement Concrete. 7 q. D698 , Laboratory Compaction Characteristics of Soil Using Standard Effort 8 (12,400 ft-lbf/ft3) 9 3. American Concrete Institute (ACI): 10 a. ACI 305.1-06 Specification for Hot Weather Concreting 11 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 12 c. ACI 318 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 16 A. Mix Des ign: s ubmit for approval. See Item 2.4.A. 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD CONDITIONS 22 A. Weather Conditions 23 1. Place concrete when concrete temperature is between 40 and 100 degrees when 24 measured in accordance with ASTM C1064 at point of placement. 25 2. Hot Weather Concreting 26 a. Take immediate corrective action or cease paving when the ambient 27 temperature exceeds 95 degrees. 28 b. Concrete paving operations shall be approved by the City when the concrete 29 temperature exceeds 100 degrees. See Standard Spec ification for Hot Weather 30 Concreting (ACI 305 .1-06). 31 3. Cold Weather Concreting 32 a. Do not place when ambient te mp in shade is below 40 degrees and falling. 33 Concrete may be placed when ambient temp is above 35 degrees and rising or 34 above 40 degrees. 35 b. Concrete paving operations shall be approved by the City when ambient 36 temperature i s below 40 degrees. See Standard Specification for Cold Weather 37 Concreting (ACI 306.1-90). 38 B . Time: Place concrete after s unri se and no later than shall permit the finishing of the 39 paveme nt in natural light, or as directed b y the City . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIO N DOCUMENTS Revised December 20, 20 12 2023 Concrete Restoration Cont ract 2 C ity Project No. I 04179 1.12 WARRANTY [NOT USED] 2 PART 2-PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cementitious Material: ASTM Cl 50. 6 B. Aggregates: ASTM C33. 7 C. Water: ASTM Cl 602. 32 13 13 -4 CONCRETE PAYING Page 4 of 22 8 D. Admixtures: When admixtures are used, conform to the appropriate specification: 9 1. Air-Entraining Admixtures for Concrete: ASTM C260. 10 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F' and "G." 11 3. Fly Ash 12 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 13 ASTM C618. 14 b. Fly ash may be substituted at one pound per pound of cement up to 25 % of the 15 specified cement content when such batch design is approved by the Engineer. 16 E. Steel Reinforcement: ASTM A615. 17 F. Steel Wire Reinforcement: Not used for concrete pavement. 18 G. Dowels and Tie Bars 19 1. Dowel and tie bars: ASTM A615. 20 2. Dowel Caps 21 a. Provide dowel caps with enough range of movement to allow complete closure 22 of the expansion joint. 23 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 24 have an internal diameter sufficient to permit the cap to freely slip over the bar. 25 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 26 and one end of the cap shall be rightly closed . 27 3. Epoxy for Dowel and Tie Bars: ASTM C881. 28 a. See following table for approved producers of epoxies and adhesives 29 Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners PE 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revi sed Dece mb er 20, 2012 2023 Concrete Restoration Contract 2 City Project No. 104179 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 H. 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 SET22 Simpson Strong Tie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling 32 13 13 - 5 CONCRETE PAYING Page 5 of22 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) Brand 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 previou sly opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily disperse d with normal agitation. 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes . 7) Dispose of all empty containers separately. 8) Di spose of epoxy by completely emptying and mixing the epoxy before disposal 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 perso nnel walking on the reinforcing bars. 2. Bar chairs may be made of metal (free of ru st), 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. Bar chairs may be rejected for failure to meet any of th e requirements of thi s specification . CITY OF FORT WORTH 2023 Concrete Restoration Co ntract 2 C ity Project No. I 04179 STANDARD CONSTRUCTIO N SPECIFICATION ooc;uMENTS Revised December 20, 20 12 321313-6 CONCRETE PAVING Page 6 of 22 I. Joint Filler 2 1. Joint filler is the material placed in concrete pavement and concrete structures to 3 allow for the expansion and contraction of the concrete. 4 2. Wood Boards: Used as joint filler for concrete paving. 5 a. Boards for expansion joint filler shall be of the required size, shape and type 6 indicated on the Drawings or required in the specifications. 7 1) Boards shall be of selected stock of redwood or cypress. The boards shall 8 be sound heartwood and shall be free from sapwood, knots, clustered 9 birdseyes, checks and splits. 10 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 11 be sufficiently rigid to permit ease of installation. 12 3) Boards shall be furnished in lengths equal to the width between 13 longitudinal joints, and may be furnished in strips or scored sheet of the 14 required shape. 15 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 16 Drawings; the width shall be not less than that shown on the Drawings, providing 17 for the top seal space. 18 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 19 requirements of this specification. 20 J . Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 21 K. Curing Materials 22 1. Membrane-Forming Compounds. 23 a. Conform to the requirements of ASTM C3O9, Type 2, white pigmented 24 compound and be of such nature that it shall not produce permanent 25 discoloration of concrete surfaces nor react deleteriously with the concrete. 26 b. The compound shall produce a firm, continuous uniform moisture-impermeable 27 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 28 concrete. 29 c. It shall, when applied to the damp concrete surface at the specified rate of 30 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 31 normal conditions suitable for concrete operations . 32 d. It shall adhere in a tenacious film without running off or appreciably sagging. 33 e. It shall not disintegrate, check, peel or crack during the required curing period. 34 f. The compound shall not peel or pick up under traffic and shall disappear from 35 the surface of the concrete by gradual disintegration. 36 g. The compound shall be delivered to the job site in the manufacturer's original 37 containers only, which shall be clearly labeled with the manufacturer's name, 38 the trade name of the material and a batch number or symbol with which test 39 samples may be correlated. 40 h. When tested in accordance with ASTM C156 Water Retention by Concrete 41 Curing Materials, the liquid membrane-forming compound shall restrict the loss 42 of water present in the test specimen at the time of application of the curing 43 compound to not more than O.O1-oz.-per-2 inches of surface. 44 2.3 ACCESSORIES [NOT USED] 45 2.4 SOURCE QUALITY CONTROL 46 A. Mix Design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 20 12 2023 Concrete Restoration Contract 2 City Project No. I 04179 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 32 13 13-7 CONCRETE PAVING Page 7 of 22 1. Concrete Mix Design and Control a. At least 10 calendar day s prior to the start of concrete paving operations, the Contractor shall submit a de sign of the concrete mix it proposes to use and a full description of the so urce of s upply of each material component. b. The des ign of the concrete mix shall produce a quality concrete complying with these specifications and shall include the following informatio n: 1) Design Requirements and Design Summary 2) Material source 3) Dry weight of cement/cubic yard and type 4) Dry weight of fly ash/cubic yard and type, if used 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 6) Design water/cubic yard 7) Quantities, type, and name of admixtures with manufacturer's data sheets 8) Current strength te sts or s trength tests in accordance with ACI 318 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 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 c. Once mix de sign approved by City, maintain intent of mix design and maximum water to cement ratio. d. No concrete may be placed on the job site until the mix design has been approved by the City. 2. Quality of Concrete a. Consistency 1) In general, the consistency of concrete mixtures shall be such that: a) Mortar shall cling to the coarse aggregate b) Aggregate shall not segregate in concrete when it is transported to the place of deposit c) Concrete, when dropped directly from the di scharge chute of the mixer, shall flatten out at the center of the pile, but the edges of the pile shall stand and not flow d) Concrete and mortar shall show no free water when removed from the rruxer e) Concrete shall sli de and not flow into place when transported in metal chutes at an angle of 30 degrees with the horizontal f) Surface of the finished concrete shall be free from a surface film or laitance 2) When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by hand sprayer only and be held to a minimum amount. 3) The concrete shall be workable, cohesive, possess satisfactory finishing qualities and be of the stiffest consistency that can be placed and vibrated into a homogeneous mass. 4) Excessive bleeding shall be avoided. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC£FICATION DOCUMENTS Revised December 20, 20 12 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 b. 32 13 13 -8 CONCRETE PAVING Page 8 of 22 5) If the strength or consistency required for the class of concrete being produced is not secured with the minimum cement specified or without exceeding the maximum water/cement ratio, the Contractor may use, or the City may require, an approved cement dispersing agent (water reducer); or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, or the Contractor may use additional cement in order to produce the required results. 6) The additional cement may be permitted as a temporary measure, until aggregates are changed and designs checked with the different aggregates or cement dispersing agent. 7) The Contractor is solely responsible for the quality of the concrete produced . 8) The City reserves the right to independently verify the quality of the concrete through inspection of the batch plant, testing of the various materials used in the concrete and by casting and testing concrete cylinders or beams on the concrete actually incorporated in the pavement. Standard Class 1) Unless otherwise shown on the Drawings or detailed specifications, the standard class for concrete paving for streets and alleys is shown in the following table: CITY OF FORT WORTH 2023 Concrete Restoration Contract 2 City Project No. I 04179 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 C. Standard Classes of Pavement Concrete Class of Minimum 28 Day Min . Maximum Concrete' Cementitiou s, Compressive, Water/ Lb.ICY Strength2 Cementitiou s, p si Ratio p 517 3600 0.49 H 564 4500 0.45 I. All exposed hori zontal concrete shall have entrained -air. 2. Minimum Compressive Strength Required. 2) Machine-Laid concrete: Class P 3) Hand-Laid concrete: Class H High Early Strength Concrete (HES) 32 13 13-9 CONCRETE PAVING Page 9 of 22 Course Aggregate Maximum Size inch 1-1/2 1-1/2 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 me et the requirements of class specified for concrete pavement and a minimum compressive strength of ¥00 3,000psi in~ 72 het:trs, unless other early strength and time requirements are shown on the Drawings allowed. 3) No strength overdesign is required. Standard Classes of Pavement Concrete Clas s of Minimum 28 Day Min. Maximum Course Concrete' Cementitiou s Compress ive Water/ Aggregate Lb.ICY Strength2 Cementitiou s Maximum p si Ratio Size , inch HES 564 4500 0.45 1-1/2 d. Slump 1) Slump requirements for p ave ment and related concrete shall be as specified in the following table: C oncrete p avement SI ump R eqmrements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump , Slump , inch inch Slip-Form/Form-Riding Pavi ng 1-1/2 3 Hand Formed Paving 4 5 Sidewalk, Curb and Gutter, Concrete 4 5 Valley Gutter and Other Miscellaneous Concre te 2) No co ncrete shal l be permitted with slump in excess of th e maximums shown. C ITY OF FORT WORTH STANDARD CONSTRUCTION SPEClFICATION DOCUMENTS Revi sed December 20, 20 I 2 2023 Concre te Restoration Contract 2 C ity Projec t No. 104179 32 13 13 -10 CONCRETE PA YING Page 10 of22 1 3) Any concrete mix failing to meet the above consistency requirements , 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3-EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices (augers), internal vibration, 13 tamping, and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine-Laid Concrete Pavement 16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b . Slip-Form Paver 20 1) Slip-form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions, shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip-Form Paver if paver requires over-digging and 24 impacts trees, mailboxes or other improvements. 25 4. Hand-Laid Concrete Pavement 26 a. Machines that do not incorporate these features, such as roller screeds or 27 vibrating screeds, shall be considered tools to be used in hand-laid concrete 28 construction, as slumps, spreading methods, vibration, and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: shall not be used -onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M. City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready-mix concrete is used , sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied, individual samples shall be taken after the 42 di sc harge of approximately 15 percent and 85 percent of the load. C ITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIFICATION DOCUMENTS Revised December 20, 2012 2023 Concre te Restoration Contract 2 C ity Project No. 1041 79 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 C. 32 13 13-11 CONCRETE PAVING Page 11 of22 2) The method of sampling shall provide that the samples are representative of widely separated portion s, but not from the very ends of the batch. d. The mixing of each batch , after all materials are in the drum, sh 411 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 th e 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, sta mped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete s upplier 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, de sign 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 Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper se quence with the preparation of the s ubgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the line s and grades shown on the Drawings or established by the City . 3. All hole s, ruts and depre ssio ns shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and resh aped. 4. Irregularities of more than 1/2 inch ., as shown by straightedge or template, shall be corrected. 5 . The s ubgrade shall be uniformly compacted to at least 95 percent of the maximum den sity as determined by ASTM D698 . 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 7. The prepared sub grade shall be wetted down sufficiently in advance of placing the pavement to ensure its being in a firm and moi st condition. 8. Suffi cient s ubgrade shall be prepared in advance to ensure sa ti sfactory prosecution of the work. CITY OF FORT WORTH 2023 Concre te Re storation Contract 2 C ity Project No. I 04 I 79 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revi sed December 20, 20 12 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 D. 32 13 13 - 12 CONCRETE PAYING Pag e 12 of22 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 den sity 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 s ubgrade or base, additional te sts may be required as directed by the City . Placing and Removing Forms 1. Placing Forms a. Forms for machine-laid concrete 1) The side forms shall be metal, of approved cro ss section and bracing, of a height no les s 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 pin s capable of re sisting the pres s ure of concrete placed against them and the thru st and the vibration of the construction equipment operating upon them without appreciable springing, se ttling 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 mu st be in firm contact with the subgrade throughout their length and base width. 8) If the subgrade becomes un stable , forms shall be re se t, usin g heavy stake s · or other additional support s may be nece ssary to provide the required stability. b. Forms for hand-laid concrete 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 inches in thicknes s or equivalent when wooden forms are use d , or be of a gauge that shall provide equivalent rigidity and strength when metal forms are use d. 2) For curves with a radius of le ss than 25 0 feet, acceptable fle xi ble metal or wood forms shall be used. 3) All forms showin g a deviation of 1/8 inch in 10 feet from a straight line shall be rejected. 2. Settling. When forms settle over 1/8 inch under fini shing operations, pavi ng operations shall be stopped the forms re se t to line and grade and th e pavement then brought to the required section and thickne ss. 3. Cleanin g. Forms shall be thorou ghl y cleaned after each use. 4. Removal. a. Forms shall remain in place until th e co ncrete has taken its final set. b . A void damage to the edge of the pavement when removing forms. c. Repair damage re s ulting from form removal and honey co mbed areas with a mortar mix within 24 ho ur s after form removal unl ess otherwise approved. CITY OF FORT WORTH 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 STANDARD CONSTRUCTIO N SPECIFICATION DOCUMENTS Revi sed December 20, 20 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 46 47 48 E. 321313 -13 CONCRETE PAVING Page 13 of22 d. Clean joint face and repair honeycombed or damaged areas within 24 hours after a bulkhead for a transverse construction joint has been removed unless otherwise approved. e. When forms are removed before 72 hours after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement. Placing Reinforcing Steel, Tie, and Dowel Bars 1. General a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed as shown on the Drawings. b . All reinforcing steel shall be clean, free from rust in the form of loose or objectionable scale, and of the type, size and dimensions shown on the Drawings. c. Reinforcing bars shall be securely wired together at the alternate intersections and all splices and shall be securely wired at each intersection dowel and load- transmission unit intersected. d. All bars shall be installed in their required position as shown on the Drawings. e. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, where permitted, such storage shall be limited to quantities and distribution that shall not induce excessive stresses. 2 . Splices a. Provide standard reinforcement splices by lapping and tying ends. b. Comply with ACI 318 for minimum lap of spliced bars where not specified on the Drawings. 3. Installation of Reinforcing Steel a . All reinforcing bars and bar mats shall be installed in the slab at the required depth below the finished surface and supported by and securely attached to bar chairs installed on prescribed longitudinal and transverse centers as shown by sectional and detailed drawings on the Drawings. b . Chairs Assembly. The chair assembly shall be similar and equal to that shown on the Drawings and shall be approved by the City prior to extensive fabrication. c. After the reinforcing steel is securely installed above the subgrade as specified in Drawings and as herein prescribed, no loading shall be imposed upon the bar mats or individual bars before or during the placing or finishing of the concrete. 4. Installation of Dowel Bars a. Install through the predrilled joint filler and rigidly support in true horizontal and vertical positions by an assembly of bar chairs and dowel baskets. b. Dowel Baskets 1) The dowels shall be held in position exactly parallel to surface and centerline of the slab, by a dowel basket that is left in the pavement. 2) The dowel basket shall hold each dowel in exactly the correct position so firmly that the dowel's position cannot be altered by concreting operations. c. Dowel Caps 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction . 5. Tie Bar and Dowel Placement a. Place at mid-depth of the pavement slab, parallel to the surface. CITY OF FORT WORTH 2023 Concrete Restoration Contract 2 City Project No . I 04179 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rev ised Dece mber 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 1 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 F. b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 32 13 13 -14 CONCRETE PAVING Page 14 of22 2) Use only drilling operations that do not damage the surrounding operations. Joints 3) Blow 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. 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 . 1) Coat dowels with a thin film of grease or other approved de-bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction Joints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. 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. Joints shall be sawed into the completed pavement surface as soon after initial concrete set as possible so that some raveling of the concrete is observed in order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 20 I 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 321313-15 CONCRETE PAVING Page 15 of22 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual pavement thickness, or deeper if so indicated on the Drawings. f. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. g. If sharp edge joints are being obtained , the sawing process shall be sped up to the point where some raveling is observed. h. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint shall be minimized. 1. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. 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 metal 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. 9 . Joint Filler a. Joint filler shall be as specified in 2.2.1 of the size and shape shown on the Drawings. b. Redwood Board joints shall be used for all pavement joints except for expansion joints that are coincident with a butt joint against existing pavements. c. Boards with less than 25-percent of moisture at the time of installation shall be thoroughly wetted on the job. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC£FICATION DOCUMENTS Revised December 20, 20 12 2023 Concrete Re storation Contract 2 C ity Project No. I 04179 G. Placing Concrete 32 13 13 -16 CONCRETE PAVING Page 16 of22 2 1. Unless otherwise specified in the Drawings, the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. T emperature -T 1me R eqmrements Concrete Temperature Max Time -minutes Max Time -minutes (at point of placement) (no retarding agent) (with retarding agent)1 Non-Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90 °F Time may be reduced by 75 City Above 75 °F thru 90 °F 60 90 75 °F and Below 60 120 11 1 Normal dosage of retarder. 12 13 4. Rakes shall not be used in handling concrete. 14 5. At the end of the day , or in case of unavoidable interruption or delay of more than 15 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 16 placed in accordance with 3.4.F.7 of this Section. 17 6. Honeycombing 18 a. Special care shall be taken in placing and spading the concrete against the 19 forms and at all joints and assemblies so as to prevent honeycombing. 20 b . Excessive voids and honeycombing in the edge of the pavement, revealed by 21 the removal of the side forms, may be cause for rejection of the section of slab 22 in which the defect occurs. 23 H . Finishing 24 1. Machine 25 a. Tolerance Limits 26 1) While the concrete is still workable, it shall be tested for irregularities with 27 a 10 foot straightedge placed parallel to the centerline of the pavement so as 28 to bridge depressions and to touch all high spots. 29 2) Ordinates measured from the face of the straightedge to the surface of the 30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point 31 of contact. 32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 33 than 1/8 inch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC IFICATION DOCUM ENTS Revi sed Dec emb er 20 , 20 I 2 202 3 Conc rete Re storation Contract 2 C ity Project No . I 04179 1 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 32 13 13 -17 CONCRETE PAVING 4) Any surface not within the tolerance limits shall be reworked and refinished. b. Edging Page l7 of22 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 it s "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 fini shed, the surface of the pavement shall be at the grade elevation shown on the Drawings. c. A slight excess of material shall be kept in front of the cutting edge at all time s . d. The straightedge and joint finishing shall be as prescribed herein. 18 I. Curing 19 1. The curing of concrete pavement shall be thorough and continuous throughout the 20 entire curing period. 21 2. Failure to provide proper curing as herein prescribed shall be considered as 22 sufficient cause for immediate s uspen sion of the paving operations. 23 3. The curing method as here in specified does not preclude the use of any of the other 24 commonly used method s of curing, and the City may approve another method of 25 curing if so reque sted by the Contractor. 26 4. If any selected method of curing doe s not afford the desired results, the City shall 27 have the right to order that another method of curing be in stituted. 28 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 5. After removal of the side forms, the sides of the slab shall receive a like coating before earth is banked against them. 6. The sol ution 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. 7. The rate of application shall be such as to ensure complete coverage and shall not exceed 20-square-yard s-per-gallon of curing compound. 8. When thoroughly dry , it shall provide a continuous and flexible membrane, free from cracks or pinholes, and shall not di sintegrate, check, peel or crack during the curing period . 9. If for any reaso n the seal is broken during the curing period, it shall be immediately repaired with additional sealing solution. 10. When te sted in accordance with ASTM C156 Water Retention by Concrete Curing Materials, the curing compound shall provide a film which shall have retained within the te st 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 material s on exposed surfaces of concrete pavement continuously for a least 72 hours . 45 J. Monolithic Curbs C ITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECCF ICATlO N DOCUMENTS Revised December 20, 20 I 2 2023 Concrete Restoration Co ntract 2 C ity Project No. I 04179 321313-18 CONCRETE PAVING Page 18 of 22 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 2 back from the paving mixer, shall be placed within 2O-minutes after being mixed. 3 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The exposed edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Drawings . 7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 8 K. Alley Paving 9 1. Alley paving shall be constructed in accordance with the specifications for concrete 10 paving hereinbefore described , in accordance with the details shown on the 11 Drawings, and with the following additional provisions: 12 a. Alley paving shall be constructed to the typical cross sections shown on the 13 Drawings . 14 b. Transverse expansion joints of the type shown on the Drawings shall be 15 constructed at the property line on each end of the alley with a maximum 16 spacing of 600 feet. 17 c. Transverse contraction and dummy joints shall be placed at the spacing shown 18 on the Drawings. 19 d. Contraction and dummy joints shall be formed in such a manner that the 20 required joints shall be produced to the satisfaction of the City. 21 e. All joints shall be constructed in accordance with this specification and filled 22 in accordance with the requirement of Section 32 13 73. 23 L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City. 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 3 I specified in Section 32 01 29. 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 SITE QUALITY CONTROL 34 A. Concrete Placement 35 1. Place concrete using a fully automated paving machine . Hand paving only 36 permitted in areas such as intersec tions where use of paving machine is not 37 practical 38 a. All concrete pavement not placed by hand shall be placed using a fully 39 automated paving machine as approved by the City . 40 b . Screed s will not be allowed except if approved by the City. 41 B . Testing of Materials 42 1. Samples of all materials for test shall be made at the expense of the City, unles s 43 otherwise specified in the special provi sio ns or in the Drawings . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 20 12 2023 Concrete Restoration Contract 2 C ity Project No. I 04179 2 3 4 5 6 7 C. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 32 131 3-19 CONCRETE PAVING Page 19 of 22 2. In the event the initial samplin g and testin g does not comply with the specifications, all sub se quent tes ting of the material in order to determine if the material is acceptable shall be at the Contractor's expense at the same rate charged by the commercial laboratories. 3. All te sting shall be in accordance with applicable ASTM Standard s and concrete te sting technician mu st be ACI certified or equivalent. Pavement Thickness Test 1. Upon completion of the work and before final acceptance and final payment shall be made, pavement thickness te st shall be made by the City. 2. The number of tes ts and loc ation shall be at the discretion of the City, unle ss otherwise specified in the spec ial provi sion s or on the Drawings. 3. The cost for the initial pavement thickne ss test shall be the expense of the City. 4. In the event a deficiency in the thickne ss of pavement is revealed durin g normal te sting operations, sub sequent te sts nece ssary to isolate the deficiency shall be at the Contractor's expense. 5. Th e cost for additional coring tes t shall be at the same rate charged by commercial laboratorie s. 6. Where the average thickne ss of pav eme nt in the area found to be deficie nt in thickne ss by more than 0 .20 inch, but not more than 0 .50 inch , payment shall be made at an adjusted price as spec ified in the following table. Defic ien cy in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0.00-0.20 100 percent 0.21 -0.30 80 perc ent 0.31 -0.40 70 percent 0.41 -0.50 60 perce nt 23 7. Any area of pavement found defic ient in thickne ss by more than 0 .50 inch but not 24 more than 0 .75 inch or 1/10 of the thickne ss specified on the Drawings, whichever 2 5 is greater, shall be evaluated by the City. 26 8. If, in the judgment of the City the area of s uch deficiency should not be removed 27 and replaced , there shall be no payment for the area retained. 28 9. If, in the judgment of the City, the area of s uch deficiency warrants removal , the 29 area shall be removed and replaced, at the Contractor's entire expense, with 30 concrete of the thickne ss shown on the Drawing s . 31 10. Any area of pavement found deficient in thickne ss by more than 0 .75 inch or more 32 th an 1/10 of the plan thickness, whichever is greater, shall be removed and 33 replaced, at the Contractor's entire expense, with concrete of the thickne ss shown 34 on the Drawings. 35 11. No additional payment over the contract unit price shall be made for any pavement 36 of a thickness exceeding th at required by th e Drawings. 37 D. Pav eme nt Strength Test CITY OF FORT WORTH STANDARD CONSTRUCTIO N SPECIFICATIO N DOCUMENTS Rev ised December 20, 20 12 2023 Concrete Re storat ion Contract 2 C ity Project No. I 04179 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 E. 321313-20 CONCRETE PAVING Page 20 of22 1. During the progress of the work the City shall provide trained technicians to cast test cylinders for conforming to ASTM C3 l, to maintain a check on the compressive strengths of the concrete being placed. 2. After the cylinders have been cast, they shall remain on the job site and then transported, moist cured, and tested by the City in accordance with ASTM C31 and ASTM C39. 3. In each set, 1 of the cylinders shall be tested at 2 DA YS/3 DAYS, TWO CYLINDERS SHALL BE TESTED AT 7 days; two cylinders shall be tested at 28 days. and 1 cylinder shall be held or tested at 56 days, if necessary. 4. IF 2 DA YS/3 DAYS TEST RESULT INDICATE DEFICIENT STRENGTH, THE OPENING OF PAVEMENT TO TRAFFIC SHALL NOT BE PERMITTED AND PROJECT INSPECTOR MAY ASK THE CONTRACTOR TO RESUBMIT THE CONCRETE MIX DESIGN TO MEET THE MINIMUM SPECIFIED STRENGTH. If the 28 day test results indicate deficient strength, the Contractor may, at its option and expense, core the pavement in question and have the cores tested by an approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except the average of all cores must meet 100 percent of the minimum specified strength, with no individual core resulting in less than 90 percent of design strength, to override the results of the cylinder tests. 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as show in the following table. Percent Deficient Percent of Contract Price Allowed Greater Than O percent -Not More Than 10 percent 90-percent Greater Than IO percent -Not More Than 15 percent 80-percent Greater Than 15 percent 0-percent or re moved and replaced at the entire cost and expense of Contractor as directed by City 7. The amount of penalty shall be deducted from payment due to Contractor; such as penalty deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 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. Cracked Concrete Acceptance Policy 1. If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall make a determination as to the need for action to address the cracking as to its cause and recommended remedial work. 2 . If the recommended remedial work is routing and sealing of the cracks to protect the subgrade, the Inspector shall make the determination as to whether to rout and seal the cracks at the time of final inspection and acceptance or at any time prior to the end of the project maintenance period. The Contractor shall perform the routing and sealing work as directed by the Project Inspector, at no cost to the City, regardless of the cause of the cracking . CITY OF FORT WORTH 2023 Concrete Re sto ration Contract 2 City Project No. I 04179 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rev ised December 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 13 13 -21 CONCRETE PAVlNG Pa ge 21 of22 3. If remedial work beyond routing and sealing is determined to be necessary, the In spector and the Contractor will attempt to agree on the cause of the cracking. If agreement is reached that the cracking is due to deficient materials or workmanship, the Contractor shall perform the remedial work at no cost to the City. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workman ship that meets the requirements of the contract. 4. If remedial work beyond routing and sealing is determined to be neces sary, and the Inspector and the Contractor agree that the cause of the cracking is not deficient materials or workmanship, the City may request the Contractor to provide an estimate of the cost of the necessary remedial work and/or additional work to address the cause of the cracking, and the Contractor will perform that work at the agreed-upon price if the City elects to do so. 5. If remedial work is necessary , and the Inspector and the Contractor cannot agree on the cause of the cracking, the City may hire an independent geotechnical engineer to perform te sting and analy sis to determine the cause of the cracking. The contractor will escrow 50 percent of the proposed costs of the geotechnical contract with the City. The Contractor and the City shall use the services of a geotechnical firm acceptable to both parties . 6. If th e geotechnical engineer determines that the primary cause of the cracking is the Contractor's deficient material or workmanship, the remedial work will be performed at the Contractor's entire expense and the Contractor will also reimburse the City for the balance of the cost of the geotechnical investigation over and above the amount that has previously been escrowed. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. 7. If the geotechnical engineer determines that the primary cause of the cracking is not the Contractor's deficient material or workmanship , the City will return the escrowed fund s to the Contractor. The Contractor, on request, will provide the City an estimate of the costs of the necessary remedial work and/or additional work and will perform the work at the agreed -upon price a s directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 C ITY OF FORT WORTH STANDARD CONSTRU CTION SPECIFICATION DOCUMENTS Rev ised December 20, 20 12 2023 Co ncrete Restoration Co ntract 2 C ity Project No. 104179 2 3 DATE NAME 12/20/2012 05 /21/2014 Doug Rad emaker C ITY OF FORT WORTH END OF SECTION Revision Log SUMMARY OF CHANGE 32 13 13-22 CONCRETE PAVING Page 22 of22 1.2 .A -Modified items to be included in price bid 2.2.D -Modified to clarify acceptable fly as h su bstitution in concrete paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2023 Concrete Restoration Co ntract 2 C ity Project No. I 04179 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATIO N DOCUMENTS Revised Jul y I , 2011 2023 Concrete Restoration Contract 2 C ity Proje ct No. 104179 City of Fort Worth ATTACHMENT 1A FORT WORTH Business Eguitv Utilization Form Page 1 of 4 --.....----I Disadvantaged Business Entemrise Utilization Form (Aeellcable If Federani-Funded} I PRIME/0FFER0R/0WNER M,6; COMPANY NAME: ·~ou INC. PROJECT NAME:CONCR! E.TE RESTORATION 2023 CONTRACT 2 PROJECT NUMBER: IB ID DATE: !City's Business Equity Goal : IOfferor's Business Equity (or DBE) 104179 9/ /2022 □ {Check if addressing DBE Goal) % Commitment: % Check all applicable boxes to dei cribe □ Not Certified Prime/Offeror/Owner's Classificat~on: 2:)MBE □wBE 2:)DBE 2:)HUB [JvosB 0Section3 Certifying Agency: ~ NCTRCA D01FWMsoc □TXDOT DwBcs □other: Ethnicity: □African American □Hispanic Ocaucasian ~Asian □ Native American Gender: □Male Demale D Non-Binary Definitions: Business Equity F mI: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized B \sii 1ess VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors ' ALL 13USINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entire~,. ·md received by the Purchasing Division no later than 2 :00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid ·being considered nor -rµsponsive to bid specifications. Exception: CFA, ICA. and CDBG projects, documents will be submitted to the City Project Manager If publicly bid or to the Developer if privately bid . The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm{s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer T-,rc 1jects). The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specific at ons. B·usiness Equity firms listed toward mee ·ng the project goal must be located in .the City's marketplace at the time of bid or the business has a SigniflC8nt .Business Presence in the Marketplace. The marketplace is the City of Fort Worth including portions of Denton, Parker. Wise. and all of Tarrant, Dallas, and Johnson~ Certified means those Business Equity Fj' nns, located within the Marketplace, · that have been determined to be a bona-fide minority or women business enterprise by the North Central Texas Regional Certificatio \gency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council-Southwest (WBCS). If hauling services are utilized, the Prime 'Oiferor will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Eq uity firms may lease trucks from another Business Equity firm, including Business Equity owner-operated, and receive full Business Equity credit. The Business Equity firm may lea·J e trucks from non-Business Equity firms, including owner-<iperated , but will only receive cred it for the fees and commissions earned by the Business Equ ity as outlined in the lease as reement. Federally-funded Projects {ONLY), Col nt ing DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the material :I cir supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a BE neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance In the procurement of the materials and supplie.i l r fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In an cases, the Prime/Offeror is responsible to Identify the amounts to be JS ad toward tha committed DBE goal. Note: Fo r DBE Go als, 60% of the services count towards tho goal. Effectiva 01 /01/2021 Updated 03/24/2022 f O RTWORTH -----.---Business Equity Utilization Form ATTACHMENT 1A Page 2of 4 ,-------------:•-,(------------------------------------------------. Please note that on ly certified Busines !; Fqu ity firms will be counted to meet the Business Equity goal. Prime/0fferors are required to identify ALL subcontractors/suppliers, regardless of status ; i.e ., Business quity firms and non-Business Equity firms . Prime/Offerors must identify by tier level all subcontractors/suppliers. ner: means the level of subcontracting below the Prime/0ffero i.e. a direct payment from the Prime/0fferor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Bus iness Equ ity firms are to t e isled before non-Business Equ ity firms . The Prime/Offeror is responsible to provide proof of payment of all tiered sub-<:ontractors/suppliers identified as a Business Equity fi rm an j r un ting those dollars towards meeting the contract committed goal. Certified Business Equ ity Prime/Offer t J::ontractors counting their self-performance towards meeting the contract goal , must be certified within those NAICS commodity codes with a certifying agency acceptable by the (;j ' of Fort Worth . Certified Business Equ ity Prime/Offeror counting self-performing services towards the goal , the service(s) to be performed should be listed first on the Utilization fo~f,,rn_. ______________________________________________ ..,,1 Check this box0it certified Prim Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Eq u ity firm names as listed on their certification, including OBA names. NAMES AND ADDRESSl:S OF CONTRACTORS/SUPPIJ IE~S Business Name· MAK OU INC. 0 7100S. COOP E ST#15 Address: ARLINGTON l X 76001 817-798-5426 Phone: Email: makouinc@gmai l.com · Contact Person: Maqsood Khar Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES Specify Tier PROVIDED (NAICS Required) Name 1st Tler Type of Service/Supplies : NAICS Code : 237310/238990 $ AMOUNT: 1,449,450.QQ Type t?f ~ervlce!_Supplies : NAICS Code: $AMOUNT: NAICSCode: $AMOUNT: Certification Agency Gender and Ethnicity: ~ Male D Female D Non-Binary Certified By : [yJFWMSDC 0,icTRCA OrxooT []other: OAmcan American Owscs ~Asian ocaucasian □Hispanic ONative American Certified By: □DFWMSDC □NCTRCA [JrxooT [J.-,iscs Oother: Certified By: FWMSDC CTRCA □TXD0T []wees Oother: D Male D Female D Non-Binary D African American □As ian Oeaucasian □Hispanic □Native American D Male D Female D Non-Binary D African American □As ian Oeaucasian □Hispanic ONative American Effective 01/01/2021 Updaled 03/2412022 FORT WORT H -----.---- Business Equity Utilization Form ATTACHMENT 1A Page3 of 4 Please Include multlple copies c f his page If needed to list all contractors and suppliers. Business Name: Address: Phone: Email: · Contact Person: Business Name: Address: Phone : Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES Specify Tier Certification Agency PROVIDED (NAICS Required) Name 1st Tier Gender and Ethnicity: Type of Service/Supplies: NAICSCode: $AMOUNT: Type of Servl~/Supplles: NAICS Code:· $AMOUNT: Type of S'!rv_lcefSupplles: NAICSCode: $AMOUNT: Type of Service/Supplies: AICSCode : $AMOUNT: Certified By: D Male OFemale D Non-Binary □African American □Hispanic [Jwscs OAslan Oeaucasian □Native American OMale OFemale □Non-Binary []African American □Hispanic []wees □Asian r: Ocaucasian □Native American D Male OFemale ONon-8inary DAhican Ameri can □Hispan i c Owscs □Asian Ocaucaslan □Nat ive American Certified By: DFWMSDC OMale OFemale □Non-B inary NCTRCA TXDOT Other: □African American Owscs □Asian Oeaucasian □Hispanic □Native American Effective 01~1/2021 Upda1ad03/24/2022 F ORT W ORTH ---------- Total Dollar Amount of Certif • Total Dollar Amount of Busl Business Equity Utilization Form yd Prime/Offeror Services towards contract goal oss Equity (or DBE if applicable) Subcontractors/Suppliers I Total Dollar Amount of Non-B 'u siness Equity Subcontractors/Suppliers TOTAL DOLLAR AMOUNT 0 F CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS I $ 1,449,450.00 $ $ $ 1,449,450.00 ATTACHMENT 1A Page4of 4 The Prime/Offeror will not make a dc itions , deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a RequE s' for Approval of Change/Addition onllne. Any unjustified change or deletion shall be a material breach of contract and may result in debarm ant in accord with the procedures outlined in the ordinance . The Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted , it will affect the final compliance determination. By affixing a signature to this tom , e Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed lly all subcontractors , including non-Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, record:· and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners, principals, officers , employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material f;; cts shall be Debarred for a period of time of not less than three (3) years . Authorized Signature PRINCIPAL ---------------------Title MAKOU INC. Company Name 7100 S. COOPER ST. #15 Address ARLINGTON .TX 76001 City/State/Zip Code Department of Diversity and Inclusion -B1 si ~ess Equity Division Email: DVIN_BEOffice@fortworthtexas.ge v Ph : 817-392-2674 Pri~ MAQSOOD KHAN PRINCIPAL Contact Name and Title (If different) 817-798-5426 Phone Number makouinc@gmail.com Emall Address 9/2/22 Date Effective 01/01/2021 Updaled 03/24/2022 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ST AND ARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised July I , 2011 2023 Concrete Restoration Contract 2 City Project No . I 04179 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Broom or Sweeper Operator Concrete Finisher, Paving and Structures Concrete Pavement Finishing Machine Operator Concrete Saw Operator Crane Operator, Hydraulic 80 tons or less Crane Operator, Lattice Boom 80 Tons or Less Crane Operator, Lattice Boom Over 80 Tons Crawler Tractor Operator Electrician Excavator Operator, 50,000 pounds or less Excavator Operator, Over 50,000 pounds Flagger Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator, 3 CY or Less Front End Loader Operator, Over 3 CY Laborer, Common Laborer, Utility Loader /Backhoe Operator Mechanic Milling Machine Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Off Road Hauler Pavement Marking Machine Operator Pipelayer Reclaimer/Pulverizer Operator Reinforcing Steel Worker Roller Operator, Asphalt Roller Operator, Other Scraper Operator Servicer Small Slipform Machine Operator Spreader Box Operator Truck Driver Lowboy-Float Truck Driver Transit-Mix Truck Driver, Single Axle Truck Driver, Single or Tandem Axle Dump Truck Truck Driver, Tandem Axle Tractor with Semi Trailer Welder Work Zone Barricade Servicer Wage Rate $ 15 .32 $ 13.99 $ 12.69 $ 11.74 $ 14 .12 $ 16 .05 $ 14.48 $ 18.12 $ 17.27 $ 20 .52 $ 14.07 $ 19 .80 $ 17.19 $ 16 .99 $ 10 .06 $ 13 .84 $ 13 .16 $ 17.99 $ 21.07 $ 13.69 $ 14 .72 $ 10 .72 $ 12.32 $ 15.18 $ 17 .68 $ 14.32 $ 17.19 $ 16 .02 $ 12.25 $ 13.63 $ 13 .24 $ 11.01 $ 16 .18 $ 13.08 $ 11.51 $ 12.96 $ 14.58 $ 15.96 $ 14.73 $ 16.24 $ 14 .14 $ 12.31 $ 12 .62 $ 12.86 $ 14 .84 $ 11.68 The Davis -Bacon Act prevail i ng wage rates shown for Heavy and Highway const ru ction 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 ofTexas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Te xas . Page 1 of 1 GN-1.0 General Notes THIS PAGE LEFT INTENTIONALLY BLANK 2023 Concrete Restoration Contract 2 City Project No . 104179 General Notes Division 01-General Requirements General: 1. The Contractor shall be responsible for locating all utilities , whether public or private, prior to excavation. The information and data shown with respect to existing underground facilities at or contiguous to the site is approximate and based on information furnished by the owners of such underground faci li ties or on physical appurtenances observed in the field. The City and Engineer shall not be responsible for the accuracy or completeness of any such information or data. The Contractor shall have full responsibility for reviewing and checking all such information or data, for locating all underground facilities, for coordination of the work with the owners of such underground facilities during construction and for the safety and protection thereof and repairing any damage thereto resulting from the Work. This Work 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. The Contractor shall notify any affected owners (utility companies) or agencies in writing at least 48 hours prior to construction. a. Notify TEXAS 8 I 1 (1-800-DIG-TESS or www.texas8l1.org) to locate existing utilities prior to construction. b. Caution! Buried electric lines may exist along this project. Contact electrical providers 48 hours prior to excavation : • ONCOR Will Riegler 817-215-6707 • Tri Co unty Kevon Mooney 817-752-8160 c. Caution! Buried gas lin es may exist along this project. Contact Atmos Energy 48 hours prior to excavation, and within two (2) hours of encountering a gas lin e (John Crane: 8 1 7-20 7-2845) d . Caution! Buried communication cables may exist along this project. Contact communication companies 48 hours prior to excavation: • Spectrum/Charter Communication Sherri Trahan 817-271-8108 • AT&T Gary Tilory 817-338-6202 • One Source Communications Jeremy Hegwood 817-745-2243 e. Caution! When doing work within 200 feet of any signa li zed intersection, the Contractor shall notify Traffic Management Division of City of Fort Worth T/PW, 72 hours prior to excavation (Kassem Elkhalil: 817-392-8742). The Contractor shall protect existing signa l hardware, ground boxes, detection loops, and underground conduit at signa lized intersections. Any damages at signalized intersections shall be replaced at the expense of the Contractor. The Contractor shall contact the City at 817-392-8100 to perform conduit lin e locates at s ignalized intersection s 72 hours prior to commencing work at the intersection. f. The Contractor shall notify the City of Fort Worth Project Manager 48 hours prior to the start of any excavation (lretomiwa Otuyelu: 682-444-8921) 2. The location of al l driveways, retaining wall s, structures, etc. which may be shown on these plans are approximate. The Contractor shall verify the exact size, location , e le vation, and configuration of all structures prior to construction . 3. Protect concrete curb and gutter, driveways , and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated in the drawings. 4. Contractor sha ll be responsible for maintaining the general safety at and adjacent to the project area, including the personal safety of public and pri vate property. Contractor shall provide C ITY OF FORT WORTH STANDARD CONSTRUCTION GEN ERAL NOTES Revised March 11 ,2022 temporary sanitary sewer facilities to affected property owners, if necessary per Section 0 1 50 00 Temporary Facilities and Controls. Not a separate pay item. 5 . Contractor's personnel shall have identifying clothing, hats or badges at all times which identify the Contractor's name, logo or company. 6 . The contractor shall distribute notices (Door Hanger) to all affected property owners prior to beginning work on each property per Section 0 1 35 13 . 7 . The Contractor shall video all potentially impacted private property areas prior to work. Videos shall include date , notation, and audio identification of property address and main/lateral name and station number. Thi s pre-construction video of impacted properties shall be considered subsidiary work per Section 01 32 33 Preconstruction Video. 8. Contractor's personnel shall have identifying clothing or hats at all times. The contractor shall also have identification on all vehicles . 9 . Construction activities shall be limited to the hours of 7:00 AM to 6:00 PM Monday thru Friday unless approved or directed by the City . At the pre-construction meeting, the Contractor shall provide a construction schedule in accordance with Section 0 1 32 16 , and provide monthly updates along with the progress payment per General Conditions , Section 00 72 00, Article 6.04. Any proposed work beyond regular working hours will require written request by the Contractor per General Conditions, Section 00 72 00 , Article 6.02. 10 . Shop drawings shall be submitted to the City Inspector, City Project Manager at the pre- construction meeting for review. Any construction activity, materials, etc. that are identified by the City as non-compliant with the standard details and specifications shall be removed and replaced with materials that conform with the standard details and specifications at the contractor 's expense. Reference Section 01 33 00 Submittals and Section 01 60 00 Product Requirements , and the General Conditions. 11. The Contractor is responsible for keeping streets and sidewalks adjacent to project free of mud and debris from the construction per Section 01 74 23. Work associated with this item is considered subsidiary to various items bid. 12. The Contractor shall clean up and restore the area of operations to a condition as good as or better than that which existed prior to work, per Section 01 74 23. 13 . Prior to scheduling the Project Final , the Contractor shall provide redlines , cut sheets , final approved pipe shop drawings, CCTV video/reports, liner results , etc., Pipe Report and Service Report per Sections 01 77 19 , 01 78 39, and 33 01 31 to the City for review , revisions, and final acceptance. 14 . When it is required that a Contractor work or enter private property, the Contractor shall contact the property owner 48 hours prior to construction per Section 01 11 00 . Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City . 15. The contractor shall remove from the project area all surplus material. This shall be incidental and not a separate pay item. Surplus materials from excavation including dirt, trash , etc. shall be properly disposed of at a site acceptable to the City 's Flood Plain Administrator if within the City limits. If the location is not within the City limits, the Contractor shall provide a letter stating so. Surplus material may not be placed in natural drainage way without written permission from the affected property owner and the City 's Flood Plain Administrator. If the Contractor places excess material in the areas without written permission , Contractor shall responsible for all damage resulting from s uch fill and shall remove the material at their own cost. 16. Costs associated with proposed connections to existing facilities shall be included in each respective bid item , if no specific bid item is included . No separate pay, except as specifically indicated within these plans or the contract documents . C ITY OF FO RT WO RTH STAN DA RD CONSTRUC TI ON GENERAL NOT ES Rev ise d March I 1,2022 17. Contractor shall contact local schools prior to beg inning construction to inform Principals and Administrators of construction in the area. A note on the school marquee is suggested to inform parents and students of construction, construction duration , and possible alternative routes around construction sites. One lane shall remain open at all times, and all lanes of traffic shall be open up at the end of each work day. 18. Street Use permit shall be submitted per Section 01 55 26 to the City Inspector and TPW for work in City ROW. 19. The Contractor shall remove all fences , located within easements, interfering with construction operation and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences per Section 01 11 00 Summary of Work, shall be considered subsidiary to the project cost and reflected in the unit bid prices for various items listed in the proposal. Division 02 -Existing Conditions 1. No separate pay it e m will be made for the removal and disposal of existing public facilities (pipes, valves, etc.) within a proposed utility trench unless otherwise indicated within the project specifications . Item s to be removed or abandoned outside of a proposed utility trench shall be paid as a se parate pay item per Section 02 41 14. 2. Contractor shall protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated. 3. The Contractor shall preserve and protect or remove and replace when shown on the plans (with prior approval of City Parks and Community Services and/or affected property owners) all trees , shrubs, hedges , retaining walls, landscaping, buildings , walks, etc. in or near proposed construction area. If specific bid item(s) are not included, this work shall be considered incidental and not a separate pay item. 4. Where applicable, two (2) permanent painted drive addresses must be insta lled at the base of the curb on each side of every driveway . Address signs shall be posted in a position to be plainly visible and legible . Numbers shall be at least 3-inches in height and contrast. 5. Contractor shall not crack, break, mar, or otherwise damage tile street name markers. In the event a tile street name marker is located in an area of construction and cannot be protected , contractor should remove the section of curb and gutter containing the full tile street na me marker. Contractor shall replace the full section of the curb and street marker. Division 03 -Concrete 1. Horizontal blocking for water lines has been omitted for clarity. However, blocking shall be constructed and shop drawings submitted to the City Inspector for review, in accordance with Section 03 30 00 . C ITY OF FORT WORTH STANDARD CONSTRUCT ION GENERAL NO TES Revised March I 1,2022 Division 31-Earthwork 1. The contractor must review and maintain a copy of the storm water pollution prevention plan with all conditions, attachments, exhibits, and permit modifications in good condition at the construction site. The complete permit must be available for review upon request. 2. Erosion control measures may only be placed in front of inlets, or in channels, drainage ways, or borrow ditches at risk of contractor. Contractor shall remain liable for any damage caused by the measures, including flooding damage, which may occur due to blocked drainage. At the conclusion of any project, all channels, drainage ways , and borrow ditches in the work zone shall be dredged of any sediment generated by the project or deposited as a result of erosion control measures. 3. The contractor shall comply with all federal, state, and local erosion, conservation, and siltation ordinances. The contractor shall use sediment filters or other measures approved by the engineer and construction manager to prevent silt and construction debris from clogging storm sewer pipes or proposed or existing inlets, or from being transported to adjacent properties and street right-of- ways. All erosion control devices shall be installed prior to site disturbance and shall remain in place until final grading and paving is complete and permanent soil stabilization is achieved. 4. Construction operations shall be managed so that as much of the site as possible is left covered with existing topsoil and vegetation. 5 . All slopes and areas disturbed by construction shall be graded smooth. Sodding or seeding shall be per Sections 32 92 13 "Sodding" or 32 92 14 "Non-Native Seeding", respectively. 6. Contractor shall construct a stabilized construction entrance at all primary points of access. Contractor is responsible for ensuring that all construction traffic utilizes the stabilized entrance at all times for ingress and egress to the site. 7. Site entry and exit locations shall be maintained in a condition which shall prevent tracking or flowing of sediment onto public roadways. All sediment spilled, dropped, washed, or tracked on a public roadway shall be removed immediately. When washing is required to remove sediment prior to entrance to a public roadway, it shall be done on an area stabilized with crushed stone which drains into an approved sediment basin . All fines imposed for tracking onto public roads shall be paid by the contractor. 8. Contractor is responsible for proper maintenance of the required erosion control devices throughout the entire construction process. Erosion controls shall be repaired or replaced as inspection deems necessary , or as directed by the owner 's representative. Accumulated silt in any erosion control device shall be removed and shall be distributed on site in a manner not contributing to additional siltation. The contractor is responsible for re-establishing any erosion control device which is disturbed . 9. Before any earthwork is done , the contractor shall stake out and mark the limits of construction and other items established by the plans. The contractor shall protect and preserve control points at all times during the course of the project. The grading contractor shall provide all necessary engineering and surveying for line and grade control points related to earthwork. 10. Contractor staging area to be agreed upon by owner prior to beginning construction. 11. Take appropriate measures to preserve wildlife in accordance with applicable federal, state and local guidelines . Division 32 -Exterior Improvements C ITY OF FORT WORTH STANDARD C ON STRU CTION GENERAL NOT ES Revi se d M arch 11 ,2022 General: 1. At locations where the curb and gutter are to be replaced, the Contractor shall assume all responsibility for the re-establishment of existing street and gutter grades. If bid item from Construction Staking is not included , establishment of grades 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. 2. All driveways, which are open cut, shall have at least a temporary driving surface at the end of each day. The temporary surface 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 item s. 3. Contractor shall verify with City Proj ect Manager the location of all City owned parkland associated with and adjacent to the project and City owned land that is maintained by PARD. Additionally, the Contractor may need a separate agreement in order to access City parkland for staging and/or construction. Contact Park Planner at 817-392-5764 to verify need for separate agreement. Sidewalks and Curb Ramps : 1. The curb ramp standard detail s are intended to show typical layouts for the construction of the curb ramps. The information shown on the standard details meet the requirements shown in the "2012 Texas Accessibility Standards" (TAS) and the "2010 ADA Standards for Accessible Design " by the Department of Justice . 2. The Contractor may not make changes to the sidewalk and curb ramp layout without approval of the City. The Contractor may propose changes to the sidewalk and curb ramp layout due to field conditions, but any proposed changes mu st be approved by the City. 3. Landings shall be provided at the top or bottom of curb ramps, as shown on drawings. The landing clear length shall be 5 feet minimum from the end oframp. The landing clear width shall be at least as wide as the curb ramp, excluding flares. The landing shall have a maximum slope of 2% in any direction . 4. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 5% (20: 1) in any direction. 5. Contractor shall protect concrete curb and gutter, driveways , and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated. At locations where the curb and gutter are to be replaced, the contractor shall assume all responsibility for the re-establishment of existing street and gutter grades. Establishment of grade shall be performed prior to construction and is not a separate pay item , but shall be considered incidental to the project price. 6. All driveways, shall have at least a temporary riding surface at the end of each day. The temporary surface will be considered a non-pay item. 7. Contractor shall saw cut existing curb and gutter, pavement, driveways, sidewalks at areas where pavement or concrete is to be removed. Saw cutting shall be considered subsidiary to the item being installed . 8. Contractor shall provide compacted subgrade as needed to repair damaged drives , streets, walks, and patios. Park & Recreation Department (P ARD) Notes: Pertains to all work in and through City parkland, land managed and maintained by P ARD including right-of-way, medians , roundabouts, co rner cuts, parkways, and may pertain to work adjacent to City parkland City Parks (Contact Park Planner 817-392-5764): C ITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Revi se d March 11 ,2022 1. All proposed utility improvements outside of a recorded easement(s) and located in and/or through a park shall require parkland conversion in accordance to State of Texas, Parks and Wildlife Code Chapter 26 . 2. Construction equipment and/or staging, materials storage, and materials testing may not occur on City parkland without prior written approval from P ARD. 3. Prior to beginning work on parkland, contact P ARD at 817 /392-5764, to schedule an on-site meeting to locate P ARD utilities, tree protection, and parkland fencing. Provide 72-hours minimum notice. 4. Install fencing at park property line to protect parkland. Fencing to remain until construction completed. 5. All disturbance to existing soil , vegetation , irrigation, or equipment on must be repaired or replaced to existing pre-construction conditions or better at no additional cost to PARD . 6. Soil shall be free of construction debris and rocks greater than I-inch. Backfill with clean soil prior to seeding or sodding. (Refer to 32 91 19 , 32 92 13 and 32 92 14) 7. Turf installation must comply with CFW Standard Construction Specification Documents 32 92 13- Sodding and/or 32 92 14-Non-Native Seeding. 8. Upon request, the contractor shall provide to PARD a copy of certifications on soil, sod , seeding, and hydromulching prior to installation; along with the delivery ticket. (Refer to 32 92 13 and 32 92 14 9. All erosion control materials and fencing to be removed , including silt fence and tree protection , at completion of project. City Trees (Contact City Forester 817-392-5738): 10. Per Chapter 33 , Park & Recreation-Forestry Section (PARD-Forestry) has jurisdiction over trees on city-owned property including right-of-way. Approval of plans does not constitute approval to proceed with work until corresponding permit has been issued. Permits for removal , planting or pruning of city-owned trees shall be obtained from P ARD-Forestry. Pruning required for preconstruction purposes requires the utilization of an ISA-Certified Arbori st, as stated in the permit, at no expense to PARD. Contact PARD-Forestry: www.fortworthtexas.gov/departments/parks/services/forestry or CityTreePermits@ fortworthtexas .gov or 817/392-5738 or 817/392-5729. a . Tree protection shall be put in place before grading/construction begins, be inspected by City Forester and remain until completion of the project. 1. 4-foot tall , chain link fencing installed at the tree dripline with bilingual sign on protective fencing in English and Spanish that reads, "Keep Out, Tree Protection Area" ("No Entre, Area de Protecci6n de Arboles"). 11. No entry, grading, excavation , parking or storing of equipment or supplies inside the protective tree fencing without City Forester approval. 111. All work inside protective tree fencing to be done by hand , unless prior approval given by City Forester. C ITY OF FORT WO RTH STANDARD CONSTRUCTI ON GENERAL NOT ES Revi sed March I 1,2022 1v. Roots 2-inch or larger shall not be cut without City Forester approval. Roots shall be clean cut with a saw. v. All cuts on oak trees, including roots , shall be painted with general p urpose spray paint within 30 minutes of exposure to prevent oak wilt spread. b. Assessment of Damages to Trees 1. The Contractor will check trees in the contract area before contract work begins, any damage will be noted and reported to the Contract Administrator. 11. The Contract Administrator will conduct random checks of the tree s during the contract period. 111. A check of all trees may be made at the end of the contract period. City Forester, Contract Administrator, and Contractor will attend the inspection. 1v. Damages shall be documented by memo to the City Forester with copy to contract file and the Contractor. v. Contractor may have the option of replacement or payment for severely damaged trees at a location to be designated by PARD. Replacement shall be made on a caliper inch per caliper inch basis with a minimum size of replacement tree of 2-inch in caliper for trees damaged or removed which are less than 30-inch DBH and 2-inch per inch for trees which are 30-inch DBH or greater. The Contractor shall be responsible for the planting, watering, mulching and maintenance of replacement trees for a period of not less than 2- years. Any tree that does not survive the 2-year establishment period shall be compensated for by the Contractor to Tree Fund at a rate of $200 per caliper inch. v1. Slight damage shall be defined , in the opinion of the City Forester, as damage that may compartmentalize. Examples include but are not limited to : scarring of the trunk into the cambial layer Y 'to 2-inch in width , but less than 1 /3 trunk circumference; or breaking of limbs less than 2-inch in diameter or limbs less than 1 /3 trunk caliper, whichever is less. Slight damage shall also include : removal or laying down of protective tree fencing prior to end of construction ; storing equipment or supplies within the critical root zone (CRZ); or disposing of paint or concrete within the CRZ, but not closer to the trunk than 50% radius of the CRZ. Slight damage to trees shall be assessed at a rate of $100.00 for each instance. Each day tree fencing is not properly placed , equipment or supplies are stored within CRZ, or fill is stored within the CRZ shall be considered one instance. vii. Moderate damage shall be defined , in the opinion of the City Forester, as damage that contributes to the poor health and reduced longevity of the tree. Examples include, but are not limited to: scarring of the trunk into the cambial layer greater than 2-inch , but less than 1 /3 the trunk circumference ; or breaking of limbs more than 2-inch in diameter, but less than 1/3 trunk caliper. Moderate damage shall also include: compaction of soil ; grading or filling in 20% of the CRZ on 1 of 4 sides, but outside the 50% radius of the CRZ; or disposing of paint or concrete within 50% radius of the CRZ. Moderate damages shall be calculated at a rate of % the assessed value of the tree per each instance of damage . viii .Severe damage or removal of trees is subject to penalty of $200 per diameter inch of trees removed or damaged for trees less than 30-inch DBH or $400 per diameter inch for trees C ITY OF FORT WORT H STANDARD CONSTR UC TI O N GENERAL NOTES Rev ise d March 11 ,2022 30-inch DBH or greater. Severe damage or removal shall include, but is not limited to: scarring of the trunk to the cambial layer greater than 1/3 the trunk circumference; uprooting or causing a tree to lean ; or damage to a scaffolding branch or any branch greater than 1/3 of trunk caliper. Severe damage shall also include: compaction of soil , grading or filling more than 20% of the CRZ, or within 50% radius of the CRZ, or on more than one of 4 sides. Cutting 1 /3 of the buttress roots within 3 times the distance of the DBH of the trunk, or cutting 4 roots 4-inch or greater in diameter within 4-feet of the trunk shal I also be considered severe damage . 1x. Branches shall be measured at the point of attachment or at the lateral to which the branch would be pruned back to according to ANSI standards. Trees caliper shall be measured according to accepted industry standards. Trees greater than 6-inch in caliper shall be measured using diameter at breast height (DBH). Trees that must be removed due to damage caused by the Contractor shall be removed by the Forestry Section's tree removal contractor at the Contractor's expense. x. All damages shall be paid to the City Tree Fund. Failure to replace or pay for damaged trees shall result in a breach of contract and the Contractor will be automatically assessed damages . Damages as described herein shall be deduced from payments otherwise due the Contractor. Landscaping and Irrigation (Contact Park Planner 817-392-5479): 11 . All planting material shall be warrantied for a period of two years. A Maintenance bond shall be posted for all landscaping materials (hardscapes, irrigation , plantings). 12. All plant identification tags must remain on plant materials for PARD inspection. Contact P ARD 72- hours in advance for inspection of tree and landscape plantings. 13 . Irrigation systems must comply with Texas Commission on Environmental Quality (TCEQ) Title 30, Texas Administrative Code (TAC) Chapter 344, Rules for Landscape Irrigation and City of Fort Worth Texas Ordinance number 18444-01-2009 . Any irrigation system that is connected to a public or private potable water supply must be connected through an approved backflow prevention assembly, and must be tested upon installation , or repair by a licensed Backflow Prevention Assembly Tester (BPAT) who is registered with the City of Fort Worth Water Department. For additional information regarding permitting, contact Development Services Customer Services 817- 392-2222. a. Once irrigation lines have been inspected , approved and 'green tag ' has been supplied , trees and planting materials can be installed. b. If existing median is altered, contact PARD 72 hours in advance for inspection of all irrigation lines , depth , and press ure PRIOR to backfilling. Contact 817-392-5479. Right-of-Way including parkways , medians, corner clips, roundabouts maintained by PARD (Contact Park Planner 817-392-5479): 14. Sod shall be replaced in all areas di sturbed by construction. Sod shall match existing grasses, per Section 32 92 13. 15. Soil shall be free of construction debris and rocks greater than I-inch . Backfill with clean soil prior to s eedingorsodding.(Referto329119,329213and329214) C ITY OF FORT WORTH STANDARD CON STRUC TI ON GENE RAL NOTES Revised March I 1,2022 16. Turf installation must comply with CFW Standard Construction Specification D oc uments 32 92 13- Sodding and/or 32 92 14-Non-Native Seeding. 17. Upon request, the contractor shall provide to PARD a copy of certifications on soil , sod, seeding, and hy dromulching prior to installation; along with the delivery ticket. (Refer to 32 92 13 and 32 92 14) 18. All disturbance to existing soil , vegetation, or irrigation must be repaired or replaced to existing pre- construction conditions or better at no additional cost to PARO. 19. Construction equipment and/or staging, materials storage, and materials testing may not occur on existing medians maintained by PARD without prior written approval from PARD. Division 33 -Utilities General: 1. When it is required that a Contractor work on private property within utility easements, the Contractor s hall contact the property owner 48 hours prior to construction. Once the pipe has been installed or rehabilitated , the Contractor shall immediately commence s urface restoration. Surface re storation must be completed to the owner's satisfaction within ten (10) working days. Failure to maintain and /or complete site re storation , as noted above, may re s ult in deferment of further pipe installation activities. 2 . Existing vertical deflections and pipe slopes shown on the plans were obtained from record drawings and have not been field verified. Some pipeline slopes were adjusted to match surveyed manhole flow lines. Rim elevations, flow lines , and horizontal locations of exist ing manholes were determined from field survey. However, if conflicts with paving, addit ional fill , storm sewer, drainage headwall s, inlets , bridge piers, embankments, MSE walls, retaining walls, above ground structures, franchise utilities, etc. have been identified, the utilities in conflict shall be located and potholed us ing vacuum excavation method per Section 33 05 30 prior to construction of the main. Contractor shall provide all pothole data and other documentation of these conflicts (plans, shop drawings , survey data, etc.) to the City Inspector, Water Engineering, Water Field Operations , as plans shall be revised and submitted for review by the City in order to avoid a conflict. 3. Maintain all existing water and sewer connections to customers in working order at all times, except for brief interruptions in service for water and sewer services to be rei nstated. In no case shall services be allowed to remain out of service overnight. 4. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements . Confined Spaces shall include manhol es and all other confined spaces in accordance with OSHA 's Permit required for Confined Spaces. 5. Only City prequalified Contractors, by appropriate Water Department work category, shall be allowed to adjust valve boxes, manhole s, ring & covers, etc. 6. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilizing a trench safety plan prepared by a Licensed Professional Engineer in the State of Texas, for this project, in accordance with OSHA excavation safety standards, Federal and State requirements, per Section 33 05 10. A trench safety plan shall be submitted at the pre- construction meeting. This would also include a Ground Water Control Plan if conditions meeting criteria outlined in Section 33 05 10 exist. 7. All embedment and backfill shall be in accordance with specification 33 05 10 . Contractor shall provide the embedment/backfill density test plan which outlines testing notification , frequency, testing lab , test methods , test re sult format , contact information etc . Contractor shall notify the City Inspector in writing to obtain samples and perform standard proctor test in accordance with CITY O F FORT WORTH ST AN OARD CONSTRUCTION GENERAL NOTES Revi se d March I 1,2022 ASTM D698. Upon commencing of backfill placement, Contractor shall schedule a demonstration of means and methods to obtain the required densities. Depth of lifts for backfill shall not exceed 12-inches . Test reports shall be posted within 48 hours. Includes the installation of the trench geotextile fabric and utility marker tape in accordance with Section 33 05 26 . All pavement repair shall be per Sections 32 01 17, 32 01 18 , and 32 01 29. All non-conformin g work shall be removed and replaced. 8. Existing utility information is provided for information only. Although this data is shown as accurately as possible, the Contractor is cautioned that the City and the Engineer neither assumes nor implies any responsibility for the accuracy of the data. 9. Existing utility crossings shown on the profile are from reference plans, and from information obtained from the utility companies. It shall be the Contractor's responsibility to field verify the horizontal and vertical locations of the existing utilities. Water: 1. Provide thrust restraint by means of restraining joints at fittings and concrete blocking. When specifically indicated on the Drawings, provide thrust restraint at designated joints beyond the fittings. Each method shall be capable of thrust restraint independent of the other system. The Contractor shall refer to City Standard Details for area required to install concrete blocking. 2. All ductile iron mechanical joint fittings shall be restrained to pipe using retainer glands. 3 . Proposed water main s shall have a minimum cover of 48-inches cover above the top of pipe, unless shown otherwise on the drawings or details. 4. All water services shall be installed above storm sewers, except where shown otherwise in the drawings . 5 . Elevation adjustment at connections may be made with bends, offsets , or joint deflections. Joint deflections shall not exceed fifty percent (50%) of manufacturer 's recommendations . 6 . Temporary pressure plugs required for sequencing of construction and testing of proposed water lines shall be considered subsidiary to the work and shall be included in the price bid in the Proposal for various bid items. 7. 12-inch diameter and smaller water mains shall be installed with a minimum cover of 48-inches and 16-inch and larger water mains shall be installed a minimum cover of 60-inches, measured from top of surface ( existing and proposed) except where shown otherwise in these plans. 8. Valves shall be installed where designated on these plans in accordance and shop drawings provided to the City Inspector for review per Section 33 12 20. Va4lts shall be installed on all mains 16-inch diameter and larger per Sections 33 12 20 , 33 05 16 , and 03 30 00. 9. Fire hydrants shall be a minimum of3 ft. behind the back of curb (maximum 9 ft.) and in line with the property/lot lines except where shown otherwise in these plans. Construction and shop drawing submittals to the City Inspector per Section 33 12 40 . 10. Contractor shall provide a cleaning plan and disinfection plan for 24-inch and larger water mains , prior to construction in accordance with Section 33 04 40 , Part 1.5 , Submittals . Insert cleaning pig in water main where directed. Cleaning pig shall be provided by Contractor in accordance with Section 33 04 40 . Flushing is only permitted when specially designated in the Drawings, and the Contractor shall provide the plan submittals to the City Inspector, City Project Manager, Water Field Operations and Water Engineering for review at least 1 week prior to start of construction. 11. Install chlorination and sampling points at designated locations per Section 33 04 40. 12. Corporation stops shall be tested for full flow when the system is pres sure tested . Construction and shop drawing submittals per Section 33 12 10. 13 . All water mains crossing below storm sewer lines shall be ductile iron pipe per Section 33 11 10 and backfilled with CLSM per Section 03 34 13 , unless noted otherwise. 14 . Contractor shall provide pipe shop drawings in accordance with the C ITY OF FO RT WO RTH STAN DARD CONSTR UC TI ON GENE RAL NOTES Revi se d March I 1,202 2 Specifications. Detailed pipe shop drawings/lay schedule water main s 16-inch diameter and larger, signed and sealed by a Licensed Professional Engineer in Texas for Ductile Iron Pipe, Concrete, and Steel Pipe are required submittals before start of construction . Elevation adjustment at connections may be made with bends, offsets, or joint deflections (for example, PVC joint deflections not to exceed 50% of the manufacturer's recommendations per Section 33 11 12). Reference Ductile Iron , Concrete, and Steel Pipe per Sections 33 11 10 , 33 11 13, 33 11 14, for the deflection requirements. Prior to scheduling the Project Final , the Contractor shall provide redlines , cut sheets, final approved pipe shop drawings, etc., Pipe Re port and Service Report per Sections O 1 77 19 , 01 78 39, and 33 01 31 to the City for review, revisions, and final acceptance. 15. All non-standard bends shall be made by using the closest standard MJ fittings or fittings with the required joint deflections . Joint deflections and associated shop drawing submittals, shall be in accordance with Sections 33 11 10 , 33 11 11 , 33 11 13, and 33 11 14. 16. All existing ¾-inch water service lines shall be replaced with 1-inch type K copper service lines (per ASTM B88), with 1-inch corporation stops and if required 1-inch tapping saddle and 1-inch x ¾-inch reducer at the ¾-inch curb stop as directed by the Engineer. Shop drawings shall indicate flared copper tubing with thread dimensions per A WW A C800 and service saddles shall be double strap per Section 33 12 10. 17. All existing water meters shall be relocated 3 ft. behind the curb or as directed by the Engineer (Section 33 12 10). 18. The Contractor shall install a 2-inch temporary water service main per Secti o n 33 04 30. Large domestic services (3-inch and larger) and fire lines shall require a larger main for temporary water service during construction. 19. All PVC water mains 12-inch diameter and smaller shall be DR-14 per Section 33 11 12. All ductile iron water mains shall be poly wrapped per Section 33 11 10 , 33 11 11. Cathodic protection study is required on all pipes other than PVC . In accordance with the recommendations from the cathodic protection study, the drawings and specifications for cathodic protection shall apply. 20. All water mains shall have temporary plugs per Sections 33 04 40 , 33 12 25 and detail at the end of each work day. Deflect water main s at joints to clear curb inlets. Minimum horizontal separation from outer wall of main to outer wall of inlet shall be 5 feet. Minimum horizontal separation from outer wall of main to outer diameter drilled shafts, and outer wall of headwalls shall be 1 0 ft. 21. Unless otherwise noted on the plans, the gate valves shall be installed to line up with the property/ROW line. 22. Contractor and City Inspector shall contact Water Field Operations prior to all items being removed or salvaged. Contractor shall provide the documents to the City Inspector for all items removed and salvaged to Water Field Operations Warehouse. Contact Warehouse Supervisor and deliver all salvaged materials to the Warehouse located at 160811 th Ave . Fort Worth TX 76102. Sanitary Sewer: 1. Verify that all connections to the sanitary sewer sy stem are for sanitary sewer only . Notify City of any discovered illicit connections. 2. The Contractor shall be liable for all damages to properties, homes, and basements from backup , which may re s ult during the installation of new pipe and/or abandonment of existing pipe. The Contractor will be allowed to open clean outs where available. The Contractor will be responsible for all clean up associated with opening clean outs. C ITY OF FO RT WORTH ST AN DARD CON ST RUC TI ON GENE RAL NOTES Revi se d March I 1,202 2 3. For all sanitary sewer service connections at manholes, provide a hydraulic slide in accordance with the details. 4. The proposed sanitary sewer lines at times will be laid close to other existing utilities and structures both above and below ground. The Contractor shall make necessary provisions for the support and protection of all utility poles, gas mains , telephone cables, sanitary sewer mains , water mains, drainage pipes, utility services, and all other utilities and structures both above and below ground during construction . Contractor shall submit shop drawings at the pre-construction meeting per Section O 1 33 00 for support/protection of large diameter water mains (16-inch and larger) and sanitary sewer mains (15-inch and larger) for review by City Inspector, Water Engineering, and Water Field Operations prior to construction in these areas. In addition , the Contractor shall submit a Contingency Plan and Emergency Plan to the same personnel which includes acceptable pipe materials on-site for repairs. The Contractor is liable for all damages to existing water and sanitary sewer mains as a result of the Contractor 's operations. 5 . Contractor shall conduct a Pre-Construction Television Inspection (CCTV) of all existing sanitary sewer lines, which are to be abandoned or rehabilitated via trench less methods, to verify locations of all sanitary sewer service connections prior to construction of the entire project. Format of the CCTV video, plan exhibits , and report shall be in accordance with Section 33 01 31. Report shall clearly identify existing sanitary sewer main/lateral number, manholes, station number (from and to), street address, pipe size, pipe material , service locations, pipe material changes, etc. Copies of the CCTV video , layout , marked up plans showing limits, and report shall be provided to the City Inspector, City Project Manager, Water Engineering, and Water Field Operations, as the schedule s hall allow for a review time of 2 weeks. 6 . Contractor shall ensure that all active services can be reconnected and/or rerouted to the new sanitary sewer main/lateral per Section 33 31 50. Contactor shall notify the City Inspector, City Project Manager, Water Engineering, and Water Field Operations of any potential conflicts prior to construction , so modifications to the plans can be made if necessary. Not a separate pay item , as this work shall be subsidiary to the Pre-Construction Television Inspection of sanitary sewer lines. 7 . Contractor shall bypass pump sewage around section of pipe prior to being replaced or rehabilitated per Section 33 03 10. Not a separate pay item for lines 15-inch diameter and smaller. Payment shall be incidental to the replacement of sewer. 8. New manholes shall be constructed such that the manhole cover is at finished surface grade, or as noted on the plans. Concrete collars per specification 33 05 13 and detail shall be installed with all new manholes (including manholes outside of pavement and /or on easements), as required for this project. Concrete collars identified in the field that are not in compliance with the specifications and details (i.e. incorrect collar thickness, no steel reinforcement) shall be removed and replaced at the Contractor's expense. 9. Sanitary Sewer Services larger than 6-inch diameter shall connect to a manhole. For all sanitary sewer service connections at the manhole, Contractor shall provide a hydraulic slide in accordance with Section 33 39 20 and standard detail. 10. Sanitary sewer manholes called out for interior corrosion protection shall conform to Section 33 39 60 Liner System for Sanitary Sewer Structures. This shall include manholes on mains with 3% or greater grade, all drop manholes, siphons, junction structures on large collector mains 15- inch diameter and larger, and other manholes where turbulence is an issue . 1 I . Odor control is required for all sanitary sewer manholes in City Park areas , public spaces, near residences , or other areas as determined by the City on mains 15-inch diameter and larger. Storm Drain: C IT Y OF FO RT WO RT H STAN DARD CONSTRUCTION GENERAL NOTES Revi se d March 11 ,202 2 1. Maintain the existing storm drainage system until the proposed system is in service. In no case should the Contractor leave the existing storm drain out of service whereby runoff would cause damage to adjacent property. 2 . Construct all drainage improvements from the downstream end to the upstream end to allow continued storm drain service. If the Contractor proposes to construct the system otherwise, the Contractor shall submit a sequencing plan to the City for approval. Division 34 -Transportation Traffic Signals: I. Prior to activating traffic signals with new or revised signal timing, the contractor shall e-mail Aziz Rahman , Engineering Manager, at aziz.rahman @ fortworthtexas .gov at least three (3) weeks in advance to schedule that. 2. If new cabinets and controllers are being installed and the controllers need to be programmed and tested by City Forces ; the contractor shall deliver them to the City of Fort Worth , Signal Shop at 5001 James Ave ., at least three (3) weeks in advance to schedule that. If a cellular modem is being installed , the contractor shall also deliver the modem with the cabinet to the City of Fort Worth Signal Shop so the modem can be activated prior to installation. 3. Unless there is a compelling reason with approval by the Traffic Signal Engineering Group, a new traffic signal will be put on flash on Thursdays and working colors the following Tuesday. 4. Switching from old traffic signal to a new one, this shall be done between T uesday and Thursdays only . 5. Notify Traffic Management Division (817-392-7738) Project Representative at least 24-hours in advance of all concrete pours. Inspector must be present when concrete is placed on the project site. 6 . If applicable, equipment supplied by the City will be available for pick up from the Transportation/Public Works (T/PW) Warehouse at 5001 James Avenue. The Project Representative must authorize all equipment pickups. 7. Contractor shall provide a 5-year manufacturer warranty on APS systems. The warranty documentation shall include the start date (when material is delivered to job site) and the end date of the warranty and the serial number of the equipment. 8 . The City will not provide traffic signal cabinet or traffic signal controller to the Contractor. The cost for these items must be included in the City project budget, or for all privately funded projects, the cost must be included in the bid package for purchase from the vendor. 9 . The Contractor shall provide all materials needed to construct a fully operational traffic signal as called out for in the plans and specifications. I 0. All existing signal equipment shall remain in place and operating until new equipment is in place and ready to operate. 11. The Contractor shall contact Adrian Olguin , TPW Superintendent, at 817-392-7239 or Adrian.Olguin@fortworthte xas.gov at least one (I) week in advance of any disposal of material to coordinate any material that the city may need salvaged. The Contractor is responsible for hauling and properly disposing of salvaged material from the job site to a disposal site of their choosing. The Contractor will not be allowed to drop off salvaged materials at the City yards unless otherwise directed by TPW Superintendent for the specified material only. Foundations: 1. Dimensions shown on plans for locations of signal foundations , conduit, an d other items may vary in order to meet local conditions . All locations of foundations , conduit, and ground boxes shall be approved by City Traffic Signal Engineer. C ITY OF FO RT WO RT H STAND A RD CONS TRUC TI ON GENERAL NOTES Re vi se d March 11 ,2 022 2. Contractor shall contact the City traffic signal inspector prior to pouring cabinet foundation to be sure that template and bolt patterns are correct for type of cabinet being supplied. Foundation shall be installed per City Specification and City Detail. 3. Pier Foundations shall be poured together in one piece. 4. No signal poles shall be placed on foundations prior to five (5) calendar days following pouring of concrete. 5. Contractor shall clean up and remove all loose material resulting from construction operations each day prior to the work is being suspended. 6. Controller cabinet concrete apron shall be subsidiary to the bid item for the controller cabinet foundation. Cabinet foundation and apron shall be poured together in one piece. Controller and Cabinet: l. Contractor shall install controller cabinet and connect all associated field wiring. 2. Ethernet cable shall be provided to connect controller to communication device. Material and installation shall be subsidiary to install of controller or controller cabinet bid item. 3. City will install signal timing and program controller. Conduit: I. A continuous grounded system shall be provided in PVC conduit by running I No. 8 bare copper stranded ground wire in conduit between foundations and grounding at each foundation ground rod. 2. Grounding shall not exceed 25 ohms at each ground rod. 3. All conduits shall be Schedule 80 PVC. Signal Heads: 1. All signal heads shall be either McCain™, Econolite™, or approved equivalent style and dimensions . 2. All signal heads shall be covered with burlap or other approved material from the time of installation until the signal is placed in operation. 3. All signal head attachments shall be designed such that the wiring to each signal head shall pass from the mast arm through a rain tight connector to the signal head bracing or attachment hardware to the signal head. A small amount of exposed signal cable shall form a drip loop. 4. All LED signal indications shall be General Electric (GE) Gelcore™ or equivalent and shall meet the latest ITE standards. 5. Signal heads (all displays) and pedestrian Walk and Don't Walk heads with countdown displays shall have LED inserts. 6. Clam-Shell mounting assemblies shall be used for pedestrian indications. 7. All LED signals shall be of the incandescent appearance. 8. All signal heads shall have black aluminum, louvered , single piece back plates compatible with McCain™, Econolite™, or approved equivalent signal head housings . Traffic Signs and Pavement Markings: 1. All traffic signs and mounting hardware shown on the plans will be furnished and installed by the contractor including the metro street name signs. The contractor shall provide a detail sheet for the metro street name signs with block numbers to the City for approval prior to fabrication and installation. 2. Existing stop signs and posts will be removed by the contractor upon , or before, the signal turn- on. CITY OF FORT WORTH STANDARD CONSTRUCTIO N GENERAL NOTES Revi sed March 11 ,2022 Detection System: 1. The Contractor shall furnish and install the detection system and cable unless otherwise called out in the plan s . 2. Ethern et cable shall be provided connecting the detection central control un it to the communication device. Material and installation shall be subsidiary to the installation detection system bid item . 3. The Contractor shall install , aim and program all detectors as per City Stan d ard Specifications and City Details. 4. The Contractor shall refer to City Standard Details and project plans for detection zones placeme nt. Emergency Vehicle Preemption Equipment (EVP): 1. The Contractor shall furnish and install the Opticom™ EVP (detectors, cable, and discriminator units) unless otherwise called out in the plan s. 2. The Contractor shall install the EVP detectors on the mast arm as shown on the plans and appropriate City Detail , and run one continuous EVP cable from the detector to the cabinet. Installation of the EVP system will be paid for per bid item. Accessible Pedestrian Signal (APS): 1. APS units with audible message shall be installed on all Tx.DOT locations or as called out in the plans . 2. Ethernet cable shall be connected from APS central control unit to communication device. Material and installation shall be subsidiary to installation of APS bid item. 3. APS units shall comply with the latest version of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). 4. APS units shall be installed per City Standard Specification and City Detail. 5. APS units shall be programmed by the Contractor. Powder Coating and Paint: 1. All new signal poles, pedestrian poles, and mast arms shall be powder coated black (RAL 9017). If called outs in the plans , all existing signal poles , pedestrian poles, and mast arms shall be painted black (RAL 9017). Battery Backup: 1. If called out for in the plans, battery backup units supplied shall be Alpha or approved equivalent. Installation shall be completed per City Standard Specifications and City Detail. 2. Ethernet cable shall be provided for BBUs connecting BBU to the commun ication device. When mounting an external BBU , ensure cable is routed into the cabinet. Ethernet cable shall be subsidiary to the installation of BBU bid item . PTZ Camera: 1. If called out for in the plan s, PTZ Camera units shall comply with t he City Standard Specifications. 2. Power supply and ethernet cable material and in stallation shall be subsidiary to installation of PTZ camera bid item . Cellular Modem: CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Revised March I 1,2022 1. Antenna, ethemet cable, power supply, and unmanaged network switch material and installation shall be subsidiary to installation of Cellular Modem bid item. Traffic Control: 1. The Contractor shall submit a Work Schedule, Traffic Control Plan, and acquire a Street-use Permit from TPW Department, at 200 Texas Street. Contact Chuck McLure (817-392-7219). 2. The Contractor shall be responsible for the safety of pedestrians and motorists in the area of the traffic signal construction site. 3. Roads and streets shall be kept open to traffic at all times. Contractor shall arrange construction so as to close only one lane of a roadway at a time. 4. All construction operations shall be conducted to provide minimal interference to traffic. All traffic signal equipment installations shall be arranged so as to permit continuous movement of traffic in all directions at all times. 5. Contractor shall be responsible for any signage necessary during construction. 6. Unless otherwise noted , it is the contractor's responsibility to ensure that signal indications and timing are adjusted and maintained to ensure safety in work zone at all times. 7. Any traffic signal modifications during construction are subsidiary to traffic control plan (TCP) pay item. 8. Any traffic signal modifications shall be in compliance with the latest version of the Texas Manual on Uniform Traffic Control Devices (TMUTCD) and the City of Fort Worth Standards. 9 . The contractor shall submit any proposed traffic signal modifications to the Traffic Signal Engineering Section for their approval ten (10) days prior to any changes. 10. Two-way traffic must be maintained at all times. One lane of traffic around construction operations in progress with adequate safeguards will be acceptable on minor streets only, unless otherwise directed by the Engineer. Electric Service: 1. Install the required electric services and obtain an electrical service permit in each instance, cost of which will be paid by the Contractor. 2. The electrical service shall comply with City Lighting Standards, Specifications and Details as applicable per plans. Luminaires: I. The pre-qualified lighting contractor shall submit a contractor material package along with a copy of applicable plan sheets of the project to the Transportation Public Works, Street Light Department for review and approval before purchasing any lighting material for said project. All materials located within the City lighting system shall be an approved product. 2. The City will not furnish lighting system material to the contractor. The pre-qualified lighting contractor shall furnish and install lighting system in accordance with the latest City Standard Specifications , City Detail s, and plans . 3. The lighting system must follow the current City Lighting Standards, Specifications, and Details. Contact the City Street Light Section for direction on light pole types allowed and design requirements. C ITY OF FO RT WO RT H ST ANDARD CONS TR UC TION GENERAL NOTES Revi se d March 11 ,2022 SD-1.00 Standard Construction Details THIS PAGE LEFT INTENTIONALLY BLANK 2022 Concrete Restorat io n Contract 1 City Project No. 103445 4' •¾"L f ORT WORTH ======l=® L 1 .. 6~-1 I • Your Tax Dollars at Work_-~}-3 " 3 .. ~~-Project Title ~,- 1 Funding +-------Contractor:------t :: +---Contractor's Name 2 1;" _,____ Questions on this Project Call: _ __,_ 1 ,, +-----(817) 392 -xxxx ---t--1" After Hours Call: (817) 392 -XXXX -1 21 " 2 R1 " TYP . FONTS : FORT WORTH LOGO IN CHEL TINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH -PMS 288 -BLUE LONGHORN LOGO -PMS 725 -BROWN LETTERING -PMS 288 -BLUE BACKGROUND -WHITE BORDER -BLUE 1" TYP . j NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION"/ LOGO AT CDR SIGN AND ENGRAVING , 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. PROJECT DESIGNATION SIGN CITY OF FORT WORTH -CONSTRUCTION STANDARD DRAWING NO . 1 -'H DATE: NOTES TO DESIGNER : 1. FILL IN BLAN KS AND/ OR VERIFY ALL TEXTS IN BLUE. FORT WORTH ~ SILICONE JOINT -~.-,;.....:;.:_~~~.L:..1,:-~~t--'"----r-c SEALANT POLYETHYLENE BOND BREAKER TAPE FORMED GROOVE ROUNDED TO ¼" RADIUS -~ .. ~-.. -· . .-· .. ~-•• ,I"·--_ •• • . . : -~ _ _. ... REDWOOD EXPAN SION FILLER #XX SMOOTH DOWEL C ITY OF FORT WORTH , TEXAS REDWOOD EXPANSION JOINT DETAIL T REVISED : 0 8-3 1-2 012 32 13 13-D517 T FORT WORTH ~ FORMED GROO VE ROUNDED TO ¼" RADIUS CITY OF FORT WORTH , TEXAS SAWED JOINT DETAIL REVISED : 08 -31 -2012 32 13 13-D518 mTH . -.... ·-· .. ·-L ____ s_lD_E_w_AU< I f--' ---I :DUMMY JOINT : I SPACING I STD . CURB 'iol GUTTER REINFORCE 6 " l DR IVE W/ /13 I BARS C 18" I O.C.B.W. I I -------1-~ / SAWED DUMMY I JOINT PER I / 32 13 13-516 : ~~~ 3_,/i I GUTTER CONSTRUCTION JOINT PER 32 13 13-D511 OR 32 13 13-D512 CONSlRUCllON JONT~w 1D'-O" MIN. SINGLE ~-w PER 32 13 13-D511 17'-0" MIN. DOUBLE DWY. OR 32 13 13-D512 20'-0" MIN . SINGLE DWY. 27'-0" MIN . DOUBLE DWY. 9" BLOCKOUT FROM BACK OF CURB FOR DRIVEWAY APPROACH BACK OF THE IE CURB RADII THE DRAWINGS . ; SHEET) WHERE 'ANSION JOINT ' SIDEWALi<. IF PLACE I PLACE CONNECTION . IN 11'-0" QUIRED TO 1NG. JRED SAME D FOR AS ,NY, SHALL BE ,cK OF CURB PAVING. AT ANY POINT <CEED 12 TION 32 13 20. . "' CONCRETE PAVEMENT t----------DRIVEWAY PAY UMIT----------1----------- PARKWAY WIDTH------------, _' SIDEWALi< 0 .5% (MIN .) g• ------------i---,BLOCKOUT SAWED DUMMY JOINT PER 32 13 13-516 u. Oen REINFORCE 6" DRIVE :,.:: o::: W//13 BARS O 18" ~ B O.C.B.W. CD ~-PER FT. (MIN) _ _ _ 12% Jdt\)L_ · - CONSTRUCTION JOINT PER 32 13 13-D511 OR 32 13 13-D512 STABILIZED SUBGRADE PER PAVING TYPICAL SECTION /14 x 24" SMOOTH DOWEL C 18" O.C . COMPACTED SUBGRADE PER SECTION 32 13 20 /14 x 20" SMOOTH DOWEL O 18" O.C. INTO EXISTING PAVEMENT EX ISTING CONCRETE DRIVE/SIDEWALK COMPACTED SUBGRADE PER SECTION 32 13 20 --· "'l"'T'"'\.I ,-.,,.,,-,-,-...,...-.-r-IAl,-...,.r--\""T'"I I ""'T""r-'\.✓ A ,-... 6" MIN 12· DOWEL CC W/ GRE EXPAN DOWEL PER 3 BAR STOP· liQIES;_ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUillR WIDTH ALONG THE RAMP OPENING . 2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB TRANSITION , AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH /13 BARS (12 " LONG ON 18 " CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VA LVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA . NOTES TO DESIGNER : 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2D16. EXPANS ION JOINT (TYP .) SIDEWALK FACE OF CURB NON-WALK ING SURFACE 6" CURB {AS REQUIRED) I I LI MITS OF PAYMENT ~ I FOR RAMP '\j TURNING SPACE {5' X 5' MIN .) RAMP 12:1 MAX . 20 :1 MIN. / I I I 2% MAX . 2% MAX . I I NON-WALKING SURFACE EXPANS ION JOINT (TYP .) FACE OF CURB 6" CURB (AS REQUIRED) 1' RADIUS / DETECTABLE WARNING \ SURFACE PER 32 13 20-D545 .,..,..,.// ~ SEE NOITS 1 & 2 1' RADIUS 6" CURB {AS REQUIRED) CITY OF FORT WORTH , TEXAS REVISED : 0 13-2021 TYPE R-1 RESIDENTIAL INTERSECTION 32 13 20-D535 1 · 5' MIN . LANDING 2% MAX. NOTES TO DESIGNER : l CURB RAMP CURB RAMP 12: 1 MAX. SLOPE SECTION A-A COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. tNIE5;_ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . l FACE OF CURB ADJOINING SURFACE MAXIMUM SLOPE 20:1 EXPANSION JOINT (TYP .) SIDEWALK TRANSITION (TYP.) LIMITS OF PAYMENT~ FOR RAMP ..........:: 2. WIHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH , CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG SIDEWALK TRANSITION ..........:: ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP. 3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA. (TYP.) EXPANSION JOINT (TYP .) SIDEWALK '-V '-V '-V '-V '-V '-V '-V '-V L----- :5 ~ w Cl 1ii 2% MAX . DETECTABLE WARNING SURFACE (TYP.) CITY OF FORT WORTH , TEXAS NON-WALKING SURFACE FACE OF CURB SEE NOTES 1 & 2 REVISED : 0 G 13-2021 TYPE U-1 URBAN ARTERIAL INTERSECTION 32 13 20-D536 tiQIE.S;_ NOTES TO DESIGNER 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016 . 2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VALVE BOXES/CLIEANOUTS ARE NOT TO BE PLACED IN RAMP AREA . EXPANSION JOINT (TYP.) LANDING (5' X 5' MIN .) SIDEWALK WALKING~ SURFACE "-..._ 10 ·1 ~ CURB TRANSITION 5' MIN . \. CURB EXPANSION JOINT (TYP.) SIDEWALK DETECTABLIE WARNING SURFACE PER 32 13 20-D545 \. ,/ LIMITS OF PAYMENT \. / FOR RAMP \. FACE OF CURB TRANSITION SEE NOTES 1 & 2 CITY OF FORT WORTH , TEXAS TYPE M-1 MID-BLOCK RAMP (SIDEWALK ADJACENT TO WALKING SURFACE) REVISED : 0 13-2021 32 13 20-D537 t:iQ.IES;_ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA. 6" CURB EXPANSION JOINT (TYP.) SIDEWALK ~r, (AS REQUIRED) RAMP 12:1 MAX . 20:1 MIN. NOTES TO DESIGNER: 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. [_ LIMITS OF PAYMENT FOR RAMP -------- LANDING (5' X 5' MIN .) RAMP 12:1 MAX. 20:1 MIN . SIDEWALK TRANSITION (TYP .) EXPANSION JOINT (TYP .) ~>< SIDEWALK N~ 'V' 'V' '-V'L -w-~-w I r------lv I 'V 'V' 'V 'V' 'V 'V NON-WALKING---......___ 'V 'V '-V '-V 'V SU RF ACE -..v, -..v 'V 'V -..v -..v 'V 'V 'V 'V' 'V' DETECTABLE WARNING SURFACE PER 32 13 20-D545 +++++++++ ♦♦♦♦♦♦♦♦♦♦ +♦♦♦♦♦+♦♦ : ♦: + :♦:.: ♦: ♦:.: ♦: +: ++♦+ ♦++++ 'V 'V' 'V 'V 'V 'V 'V' 'V 'V' 'V' 'V 'V 'V I~ t ----s· 6" CURB {MIN .) \~(AS REQUIRED) \_ SEE NOTES 1 & 2 FACE OF CURB CITY OF FORT WORTH , TEXAS TYPE M-2 MID-BLOCK RAMP (SIDEWALK ADJACENT TO NON-WALKING SURFACE) REVISED: 0 G 13-2021 32 13 20-D538 ~ NOTES TO DESIGNER : 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016 2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH , CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VALVE BOXES/CLEANOUTS AR E NOT TO BE PLACED IN RAMP AREA. EXPANSION JOINT (TYP .) SIDEWALK 6" CURB (AS REQUIRED) LANDING (5' X 5' MIN .) RAMP 12 :1 MAX . 20 :1 MIN . DETECTABLE WARNING SURFACE PER 32 13 20-D545 z :i RAMP + + + + + + + ♦ + + in 12:1 MAX. 20:1 MIN . ♦:+: ♦ :•:♦: ♦ :♦: ♦ :♦: + ♦♦♦♦♦♦♦♦♦♦ +++♦+++++ •+++♦++♦+♦ SIDEWALK TRANSITION (TYP .) EXPANSION JOINT (TYP .) SIDEWALK .J \ FACE OF CURB LIM ITS OF PAYMENT FOR RAMP CITY OF FORT WORTH , TEXAS TYPE M-3 MID-BLOCK RAMP (SIDEWALK ADJACENT TO CURB) REVISED: OG 13-2021 32 13 20-D539 liQIES;_ 1. LIMITS OF PAYMEN T FOR RAMP INC LUDES THE CONCRETE GUTTE R WIDTH ALONG THE RAMP OP EN ING. 2. WHEN ADJACENT TO CONCR ETE PAVEMENT, THE RAMP WI DTH, CURB TRANSITI ON, AN D LANDING LIMITS SHALL BE DOWELED INTO TH E CURB AND P A VEMENT WITH #3 BARS (12" LONG ON 18 " CENTERS). THE COST OF TH E DO WELING SHALL BE SU BSI DIARY TO THE COST OF THE CUR B RAM P. 3 . VALVE BOXES/CLE ANOUTS ARE NOT TO BE PLACED IN RAMP AREA. 4 . IF THE DISTANCE FROM THE END OF THE RAMP TO THE BACK OF CURB IS GREATER THAN 5 FEET, DETECTAB LE WARNING SURFACE SHALL BE PLACED ON THE L OWER LANDING AT THE BACK OF CURB AND RUN THE ENTIRE LENGTH OF THE OPENING . SLOPE TO BE 2% MAX. IN ALL DIRECTIONS . NOTES TO DESIGNER : 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. SIDEWALK TRANSITION (TYP .) EXPANSION JOINT (TYP.) 6 " CURB (AS REQU IRED) DETECTA BLE WARNING SURFACE OPTION AL LOCATION I . 4' MIN . . I "' ..J <( 3: w 0 V5 2% MAX . --- LAN DI NG (5' X 5' MIN .) r· CL <-::lE ::lE ::lE <( ~~ a::~~ 5 ' MIN. RAMP WI DTH 'V 'V 'V ---v I 'I 1--v I 'V 1--v I 'V 'V 'V 'V NON WALKING SURFACE in :i ~ 6" CURB 1' RA DIUS FACE OF CURB DETECTABLE WARNING SURFACE PER 32 13 20-D545 ~SEE NOTES 1 & 2 CI TY O F FORT WOR T H, T EXAS REV IS ED: 0 G 13-2021 TYPE P-1 PERPENDICULAR CURB RAMP 32 13 20-054 0 tiQIES;_ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH , CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3 . VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA . 4. IF THE DISTANCE FROM THE END OF THE RAMP TO THE BACK OF CURB IS GREATER THAN 5 FEET, DETECTABLE WARNING SURFACE SHALL BE PLACED ON THE LOWER LANDING AT THE BACK OF CURB AND RUN THE ENTIRE LENGTH OF THE OPENING . SLOPE TO BE 2% MAX . IN ALL DIRECTIONS. NOTES TO DESIGNER: 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. EXPANSION JOINT (TYP .) 6" CURB (AS REQUIRED) DETECTABLE WARNING SURFACE OPTIONAL LOCATION ~ 0 z w w V) 5' MIN. :5 ~ w Cl vi 2% MAX . LANDING (5' X 5' MIN .) / / / / / 5' MIN . RAMP WIDTH FACE OF CURB '° :i. ~ z 0 CD F= ~ vi (.) ~ I!: -----SEE NOTES 1 & 2 DETECTABLE WARNING SURFACE PER 32 13 20-D545 CITY OF FORT WORTH , TEXAS REVISED : 0 G 13-2021 TYPE P-2 PARALLEL CURB RAMP (SIDEWALK ADJACENT TO CURB) 32 13 20-D541 ~ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 2 . WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB TRANSITION , AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP. 3 . VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA. NOTES TO DESIGNER: 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. :5 ~ SEE NOTES 1 & 2 ~ Vl Vl 0 0::: u DETECTABLE WARNING SURFACE (TYP .) PER 32 13 20-D545 SEE NOTES 1 & 2 1------------- io :i :i 10·1 w:-- ♦+++++++++ ♦♦♦♦♦+♦♦♦♦ t ♦♦+♦♦+♦♦+ ♦♦♦♦♦+++++ + + ♦ + + ♦ + + + ♦++++++•+• ♦♦♦♦♦♦♦♦♦♦ 10:1 '/ ~ ,, 1/ ~~ ~ 1/ ::lE ::lE 1/ ~~ ~ ~ 1/ ------l''/ LANDING (5' X 5' MIN.) ♦ ♦ + • ♦ + ♦ • + ♦ ♦♦♦♦♦♦♦♦♦+ ♦ + + + + + + + + ♦ +++++++++.+ .......... ......... + + ♦ ♦ ♦ + ♦ ♦ + ♦ I : /LI MITS OF PAYMENT ( FOR RAMP ~ ~ ~ ~ ~ 10:1 ~ --►lAx. 1 ~ ¾ I -------____ J CU RB 5 ' CURB / • TRANSITlON • MIN . -TRANSITlON • CITY OF FORT WORTH , TEXAS TYPE C-1 MEDIAN OR ISLAND RAMP FACE OF CURB FACE OF CURB REVISED : OG 13-2021 32 13 20-D542 tiQIES;__ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 2. WHEN ADJACENT TO CONCRETE PAVEMENT, n-tE RAMP WIDn-t , CURB TRANSITION , AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18 " CENTERS). THE COST OF n-tE DOWELING SHA LL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA . NOTES TO DESIGNER : 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016 . SEE NOITS 1 & 2 \ I r-___ i_ -- DETECTABLE WARNING SURFACE (TYP .) PER 32 13 20-0545 -1 FACE OF CURB + + + ♦ ♦ + + + ♦ ♦•♦•♦•♦ ♦ •♦•♦ •♦•♦•♦• ♦ ♦ ♦ ♦ ♦ ♦ + + ♦ + +++♦+♦♦+♦ •♦:♦:♦:♦:♦ ♦ ♦•♦•♦ ♦•♦ I 'V' 'V / NON-WALKING SURFACE l'V 'V (LANDSCAPED AREA) 6" CURB (ALIGN ---..:>1£:.__::'I._J 'V' ~ PARALLEL WITH Ix z I CROSS WALK) 'V' 'V I !?i:: ~ :ii 'V' 'V' 'V j < --I _,_ _,_ o:: .. o 'V" 'V" ~ ~ ----I I I t SEE NOTES 1 & 2 _/ • M~~-• CITY OF FORT WORTH , TEXAS TYPE C-2 MEDIAN OR ISLAND RAMPATLANDSCAPEDAREA FACE OF CURB REVISED : 0 0-13-2021 32 13 20-D543 liQIES;_ 1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING . 2 . WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH , CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP . 3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA . NOTES TO DESIGNER : 1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016. SEE NOTES 1 & 2 \ =i ~ Vl Vl 0 0:: (.) DETECTABLE WARNING SURFACE (TYP .) PER 32 13 2O-D545 6 " CURB (ALIGN PARALLEL WITH CROSSWALK) - - - - --I FACE OF CURB ♦ ♦ + + ♦ ♦ ♦ + + ♦ • + ♦ ♦ ♦ + ♦ ♦ ♦ ♦+♦♦+♦♦+♦ + • ♦ + + ♦ + ♦ ♦ ♦ ♦ + + ♦ ♦ + ♦ ♦ ♦ +♦+♦♦♦♦♦+ ........... ++++++++♦+ ♦ ♦ ♦ • • ♦ • + + ♦• +. ♦ + ♦ ♦ •♦• ♦ ... ♦ ♦ ♦ + + ♦♦♦♦♦♦+♦♦♦ + ♦ + ♦• + ♦ ♦• ♦ ♦ •• ♦ ♦ ♦ ♦ •• ~-+I SEE NOTES 1 & 2 _/ M~~. FACE OF CURB CITY OF FORT WORTH , TEXAS REVISED : OG 13-2021 TYPE C-3 MEDIAN CUT-THROUGH RAMP 32 13 20-D544 SIDE FLARE (TYP .) 00000000000 00000000000 00000000000 00000000000 00000000000 DETAIL "A" LANDING DETECTABLE WARNING SURF ACE TYPICA L PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN FACE OF CURB DETECTABLE WARNING PAVERS WITH TRUNCATED DOMES 1" MORTAR #4 REBAR AT 18" O.C. (MAX.) BOTH WAYS SECTION VIEW PREFABRICATED DETECTABLE WARNING PANEL WITH TRUNCATED DOMES #4 REBAR AT 18" O.C . (MAX.) BOTH WAYS MINIMUM 5" DEPTH (EXCLUSIVE OF DETECTABLE WARNING MATERIAL ) CLA SS A CONCRETE (SHALL CONFORM TO SECTION 03 30 00 OF THE STANDARD CONSTRUCTION SPECIFICATIONS) SIDEWALK RAMP LANDING , ~ 00 00 00 0 0000-~ Z 00000 0 00000 (',J ~ ggggggggggg 00000000000 DETAIL "B" RAMP DETECTABLE WARNING SURFACE TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SIDEWALK FACE OF CURB NOTES: 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF THE 2012 TE XAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES, INCLUDING SIDE FLARES . FURNISH AND INSTALL AN APPROVED DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS . 2 . DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NO T ALLOW WATER TO ACCUMULATE . 3. ALIGN THE ROWS OF TRUNCATED DOMES TO BE PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. 4 . DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS AT THE EXTENSION OF THE BACK OF CURB . DETECTABLE WARNING SURFAC ES MAY BE CURVED ALONG A CORNER RADIUS . 6 . FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. LAY IN A TWO BY TWO UNIT BASKET WAVE PATTERN OR AS DIRECTED BY ENGINEER . 7. LAY FULL-SIZE UNIT FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT . CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF PAVERS. FOR OTHER MATERIA LS, REFER TO THE MANUFACTURER'S PRODUCT MANUAL FOR PROPER INSTALLATION . 8 . THE FOLLOWING IS AN APPROVED LIST OF CAST-IN-PLACE DETECTABLE WARNING MATERIALS AND THEIR MANUFACTURERS : 8.1. ARMOR TILE (VITRIFIED POLYMER COMPOSITE) BY ENGINEERED PLASTICS, IN C., WILLIAMSVILLE, NY. 8.2. TACTILE PAVERS (FIRED CLAY PAVERS) BY PIN E HALL BRICK; WINSTON-SALEM , NC. 8.3. DETECTABLE WARNING PAVER (FIRED CLAY PAVERS) BY WESTERN BRICK CO ., HOUSTON, TX. 9. THE ABOVE LIST OF DETECTABLE WARNING MATERIALS OR THEIR APPROVED EQUAL SHALL BE USED AS THE DETECTABLE WARNING SURFACE ON CURB RAMPS AS SHOWN IN THE STANDARD DETAILS . C ITY O F FOR T WO RT H, T EXAS DETECTABLE WARNING SURFACE REVI SE D: 08-31 -2012 32 13 20-D545 f'J BARS O 18" O.C.B.W. l_ r CURB 12" LONG f4 BAR 0 24" o.c. THIS HALF OF DOWEi. TO BE COA'TED 'MlH ASPHALT OR GREASE SHOUID BE ADDEO. 1/2" x 24" SMOOTH ROUND BAR O 24" O.C. MAXIMUM EXPANSION JOINT DETAIL 8' MIN . SIOEWAI.J( CROSS SLOPE 2X MAX. COMPACTID SUBGRAOE TO 90X DENSITY SECTION VIEW SIDEWALK ADJACENT TO CURB SUP CAP ~ 5'MIN. ~ SIOEWAI.J( CROSS SLOPE --13• llslslslq SECTION VIEW SIDEWALK ;• DOWEi. EXPANSION JOINT WITH REDWOOD BOARD. MAXIMUM EXPANSION JOINT !:PACING SHAl..l. BE 10 x WIDTH OF SIOEWAI.J(. TOOL GRODI,£ OR SAW~ r~T SEALED). I 1 fl l 'W' 'W' (SEE EXPANSION JOINT DETAIL) ,~ I It ffl CJ I IJ~I ~-O~W'-SIOEWAI.J( WIDTH 5 ' MIN . ANO 8' IF SIOEWAI.J( f'J BARS O lB" O.C.B.W. TOOl.EO CONST. JOINT CURB 12" LONG f4 BAR 0 24" o.c. IS ADJACENT TO CURB , OR GREATER AS INOICA Tm ON THE Pl.ANS. PLAN. REINFORCED CONCRETE SIDEWALK MATCH CURB HEIGHT PAY LIMITS -SIOEWAI.J( 8' MIN SECTION VIEW 8° MIN . SIDEWALK ADJACENT TO CURB Willi RETAINING WALL ~ 1. SIDEWALK PAID PER SQUARE FOOTAGE OF WALKWAY. 2. RETAINING WALL PAID PER SQUARE FOOTAGE OF WALL FACE. 3 . THICKENED EDGE UNDER SIDEWALK AND RETAINING WALL IS SUBSIDIARY TO SIDEWALK AND WALL, RESPECTIVELY . CITY OF FORT WORTH , TEXAS SIDEWALK DETAILS C$HEET 1 OF 2 □ 12• REVISED: 10-22 32 13 20-D546 CURB 12" LONG #4 BAR O 24" O.C. PAY LIMITS -SIDEWALK 5' MIN . ~DEWALK CROSS SLOPE 2,: MAX . #3 BARS O 18" O.C.B.W. LCOMPACTED SUBGRADE TO 90,: DEN~TY SECTION VIEW SIDEWALK WITH MONOLITHIC CURB WALL MATCH OJRB HEIGHT PAY LIMITS -SIDEWALK 6' MIN . #3 BAR O 18" O.C. #3 BAR ~DEWALK CROSS SLOPE 2,: MAX . #3 BARS 0 18" O.C.B. W. LCOMPACTED SUBGRADE TO 90,: DENSITY SECTION VIEW 21· TAMPED TOPSOIL SIDEWALK ADJACENT TO CURB WITH MONOLITHIC CURB WALL NOTES : 1. SIDEWALK AND CURB WALL TO BE PAID WITH SEPARATE BID ITEMS : SIDEWALK -SQUARE FOOT CURBWALL -LINEAR FOOT 2 . FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MORE THAN 12" HEIGHT, USE RETAINING WALL DETAIL FOR ENTIRE LENGTH. CITY OF FORT WORTH , TEXAS SIDEWALK DETAILS C$HEET 2 OF 2 □ REVISED : D-10-22 32 13 20-D546 Location List CPN104179 2023 Concrete Restoration Contract 2 CD Street Name 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr 8 Meadowbrook Dr Lim its Watson St -Tierney Rd Tierney Rd -Jensen Rd Jensen Rd -Wilson Rd Wilson Rd -Greenhill Cir Greenhill Cir -Greenhill Cir Greenhill Cir -Emily Dr Maryel Dr -Grandview Dr Grandview Dr -San Jose Dr San Jose Dr -Sturges Dr Sturges Dr -Weiler Blvd Weiler Blvd -Yeager St Yeager St -Stark St Oak Hill Rd -Cravens Rd Cravens Rd -Purselley Dr Purselley Dr -East Loop 820 CPN 104179 Meadowbrook Dr ( Watson St -Emily Dr) MEADOW COURT f-0 w <( w O'. 0 f-O'. (/) z z 0 0 (/) (/) z !;;; w --, ~ 0 <( 0 O'. >-w z O'. w .= MALINDA LANE ' LAMBETH LANE Gl ;D m m z I ;= ~-----r- (l :xi (l MEADOWBROOK DRIVE r-m JENSON,CIRCLE MORRIS AVEN UE MORRIS AVENUE f-w w ::, w z O'. w f-;;: (/) -' z w 0 <( -' I <( 0 (.) I <( ::1 (/) 0 NORMA STREET 0 f-<( O'. O'. 0 z ::, O'. 0 w 0 >-(.) (/) > w -' a': <( z 3: ::;; O'. 0 O'. w ~ 0 .= z ::1 w PURINGTON AVENUE AVENUE -~ LEGEND Pavement selection 2 :,,. I I ~ ~ ~ z z z C ~--~ --,m O ~ 1-----1 ~ z 0) ;o ~ ~ Hi m ~ 8i --< ~ 3. )> m [ ~ r ~ ~ ~ g-Ai m ~ m "' --< z 0 ;o s: )> !--------------- ~ ;o m m --< WEILER BOU ~EVARO MARVEL DRIVE GRANDVIEW DRIVE I Gi I '-m ~ r::; ~ m ~ sruR m GEs DRI VE 5 ,:: )> r z 0 )> () 0 C ~ r , YEAGER STREET I cl WEILER BOULEVARD r I • ~ ;o +------:~ I m () ;o )> Gi ~ STARK STREET ~ ;o m m --< MFAOERS AVENUE rn-------------------r----------------------' --< CANTON DRIVE Gl ;o m m 1,-t---------,------------~:-t--------------------_j Hi PUTNAM STREET CD m ~ ~ ;o m (/) --< ,:: ;o m m )> m o ,;'. --< POLLARO STREET i z ;o z 0 •r '--< 'O l z :~ I ::o :ffi CANTON DRIVE c§ (/) (/) I m m CANTON DRIVE S: ~~---------l ~ o m Z 0 (/) ;o --< < ;o m m ~ YOSEMITE COURT 5 z r;:/ ;o ;o m -< 0 ;o ~ c§ r )> z 0 )> 0 ;o < m -</._>)-~ 0"1 01>/j.., ~ ~ 0 ~ CRAVENS ROAD I i OAK HILL ROAD d ' I I l i ~ '--=:.:::'.: EAST toop ·s20 SR SB ----- EAST LOOP 820 SR NB CD m ~ ~ ;o m ~ -~ MALCOLM STREET 0 )> 0 ;o < m JACQUELINE COURT j; () D C m r z m ;o §;;-----.t 0 ~ z- 0 m ;o ,:: m ;o m ~ r fi m s: CD a, C. 0 :e er ., 0 0 "'" CC') ., "'1J ---z s: a, -I, ~ ~ CD ...Ii -~ C u:, ., I m r- 0 0 "'C 0) I\) 0 ._. ,,. Routing and Transmittal Slip Trans)!ortation & Public Works Department DOCUMENT TITLE: 2023 Concrete Restoration. Contract 2 M&C: 22-0983 CPN: 104179 CSO: 58704 Date: 01 /05/23 To: Name Department Initials 1. Deirdre O'N eal Risk-Approver ~ ·2. Michael Owen TPW-Approver .1!a... '° 3. Lauren Prieur TPW-Signer ~ DOC#: Date Out 01/08/23 01/08/23 01/09/23 4. Priscilla Ramirez Legal-Approver per legal, by pa ss reviewer mdhm , 01/05/2 3 5. Doug BladcJeremy AnatoMensah Legal-Signer 9-01/09/23 6. William Johnson ACM-Signer f!J---01/09/23 7 Melissa Brunner CSCO-Approver ~rl 01/09/23 8 Jannette Goodall CSCO-Signer ~ K)l/09/23 9 Allison Tidwell CSCO-Form Filler J.L_ 01/13/23 10. TPW Contracts TPW CC: Program Manager, Sr. CPO, TPW BSPAP Recon Team, TPW Records Room, TPW Contracts DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO TIIE APPROPRIATE ACM for approval first Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: □YES [giNo RUSH: □YES [8]No SAME DAY: □YES □No NEXT DAY: □YES □No ROUTING TO CSO: [giYES □No Action Reguired: D As Requested D For Your Information [gl Signature/Routing and or Recording D Comment D File Link to the General Conditions & Specs D Attach Signature, Initial and Notary Tabs CSO REC'D JAN 19 '23 AHl0:48 03NNYlS ~ Return To: Please notify TPWContracts@fortworthtexas.2ov for pickup when complete. Call ext. 7233 or ext. 8363 with questions. Thank you! FORT WORTH ® ,.__ .---✓ Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: 2023 Concrete Restoration. Contract 2 M&C: 22-0983 CPN: 104179 CSO: Date: 12/06/22 To: Name Department Initials 1. Maqsood Kahn/Makou Inc. Vendor-Signer 41.d&:.. """ 2. Proj Mgr: Iretomiwa Otuyelu TPW-Signer ..1£ lS. 3. Michelle Hadley-McGhee TPW-Review 6- 4. 5. 6. 7 8 9 10. DOC#: Date Out 12/08/22 12/08/22 12/29/22 CC: Program Manager, Sr. CPO, TPW BSPAP Recon Team, TPW Records Room, TPW Contracts DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: □YES [gjNo RUSH: □YES [2JNo SAME DAY: □YES □No NEXT DAY: □YES □No ROUTING TO CSO: [gjYES □No Action Required: D Attach Signature, Initial and Notary Tabs D As Requested D For Your Information [gl Signature/Routing and or Recording D Comment 0 File Return To: Please notify TPWContracts@fortworthtexas.gov for pickup when complete. Call ext. 7233 or ext. 8363 with questions. Thank you! ■ Bond Verification COVERSHEET TO: City of Fort Worth, City Secretary's Office REGARDING: Bond Rider for CSCO 58704, CPN 104179 (2023 Concrete Restoration, Contract 2), with Makou, Inc. CSCO Executed 01/09/2023, & CSO Filed 01/13/2023 Notes I Instructions: Per counsel, (Doug Black)'s instructions -please insert the attached Bond Rider directly behind the Maintenance Bond, which is pg 3, [= the bond's signature pg, of form 00 61 19] . ... Doug's email precedes the Bond Rider. Totat oJ 7 pag~s, ,count includes this cover sheet .__,,YJe e.J\1()1, '/ r ..s cto « l, I e -.1J 1 'l>I~ fr', ">7tJ, ':J,,- FROM: If there are questions, please contact Michelle Hadley-McGhee, wp: 817-392-7233, or michelle.hadley-mcghee@fortworthtexas.gov Hadley-McGhee, Michelle From: Sent: To: Cc: Subject: Black, Doug Wednesday, January 25, 2023 3:15 PM Hadley-McGhee, Michelle Pryor, Barbara M; TPW Contracts RE : Rider Increase for PPM Bonds, CPN 104179 (2023 Concrete Restoration, Contract 2) As long as t he bond nu mber is cons ist en t betw ee n t he o r iginals and the ride r and you attach the rider directly beh i nd the last of the th r ee bonds, it is good. DB Douglas W Black Senior Assistant City Attorney 200 Texas Street Fort Worth , Tex as 76102 817-392-7615 Direct Doug.Black@ fortworthtexas .gov City of Fort Worth -Working together to build a strong community. FORT WOR TH. ~ RECIPIENTS -PLEASE CONTACT ME PRIOR TO FORWARDING MESSAGES DESIGNATED AS ATTORNEY- CLIENT COMMUNICATIONS. This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to which they are addressed. This communication may contain material protected by the attorney-client privilege. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use , dissemination , forwarding , printing, or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify Doug Black at the City of Fort Worth City Attorney's Office (817) 392-7615. From: Hadley-McGhee, Michelle <Michelle.Hadley-McGhee@fortworthtexas.gov> Sent: Wednesday, January 25, 2023 2:45 PM To: Black, Doug <Douglas .Black@fortworthtexas.gov> Cc: Pryor, Barbara M <Barbara.Pryor@fortworthtexas.gov>; TPW Contracts <TPWContracts@fortworthtexas.gov> Subject: Rider Increase for PPM Bonds, CPN 104179 (2023 Concrete Restoration, Contract 2) Importance: High 01/25/2023 Afternoon Doug. The Surety for the PPM Bonds to the abovementioned project asked about the contract Award Date being listed in the rider they're go ing to produce. QUESTION: Will the City require the contract Award Date to be shown in the rider, or will the attached rider suffice? Please advise, thank you. 1 J.oolci.n.3 fo'cwa'C.d, d'f icAc1le cfi~-df.c3-Aee Contract Compliance Specialist City of Fort Worth Transportation & Public Works (TPW) 200 Texas Street, Fort Worth, TX 76102 Direct: 817-392-7233 Michelle.Hadley-McGhee@fortworthtexas.gov City of Fort Worth -Working together to build a strong community. FoRTWORTHf) ~· 2