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Contract 45889 (2)
CITY SECRETARY CONTRACT NO. J,V)' ..._ FORT WORTH PROJECT MANUAL FOR STREET REHABILITATION HMAC (2014-4) At Various Locations City Project No. 02282 MIS COPY FOR: CONTRACTOR CONTRACTOR" BONDING CO. CITY SECRETARY CITY MANAGED OFFICE ENGINEERING OIV. . TIPW • FEE COPY Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared by The City of Fort Worth TRANSPORTATION AND PUBLIC WORKS OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2014 IseeePe RECEIVED AUG 2 5 2014 7/16/2014 M&C Review Official site of the City of I- of Worth, Texas CITY COUNCIL AGENDA FORT WORTH COUNCIL ACTION: Approved on 7/15/2014 - Ordinance Nos. 21316-07-2014 & 21317-07-2014 DATE: CODE: SUBJECT: 7/15/2014 REFERENCE C-26852 NO.. C TYPE: NON - CONSENT LOG NAME: PUBLIC HEARING: 20(HMAC 2014-4) STREET REHABILITATION NO Authorize Execution of a Contract with Advanced Paving Acquisition, Ltd., in the Amount of $2,321,645.10 for 2014-4 Hot Mix Asphaltic Concrete Street Rehabilitation at Multiple Locations Throughout the City of Fort Worth and Adopt Appropriation Ordinances (COUNCIL DISTRICTS 2, 3, 4, 7 and 8) RECOMMENDATION: It is recommended that the City Council: 1. Authorize a transfer in the amount of $1,160,822.55 from the Water and Sewer Fund in the amounts of $580,411.28 to the Water Capital Projects Fund and $580,411.27 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $580,411.28 and the Sewer Capital Projects Fund in the amount of $580,411.27 from available funds; and 3. Authorize the execution of a contract with Advanced Paving Acquisition, Ltd., in the amount of $2,321,645.10 for Hot Mix Asphaltic Concrete 2014-4 Street Rehabilitation at multiple locations as listed on the attachments provided. DISCUSSION: These street rehabilitation projects will be undertaken in conjunction with a separate utility contract for the replacement of water and sewer lines. The Transportation and Public Works and the Water Departments share in these street rehabilitation costs in lieu of trench repair under the utility contract. Transportation and Public Works' share on this contract will be $1,160,822.55 which is available in the Contract Street Maintenance Fund. The City reserves the right to increase or decrease quantities of individual pay items within the contract, provided that the total contract amount remains within plus or minus 25 percent of the contract award. This project was advertised for bid on April 3, 2014 and April 10, 2014, in the Fort Worth Star- Telearam. On May 1, 2014, the following bids were received: Bidders Advanced Paving Acquisition, Ltd JLB Contracting, LLC Peachtree Construction, Ltd. Amount $2,321.645.10 $2,327,747.85 $2,364,553.05 M/WBE Office - Advanced Paving Acquisition, Ltd., is in compliance with the City' s BDE Ordinance http://apps.cfwnet.org/councilpacket/mc_revi ew.asp?ID=19927&counci ldate=7/15/2014 1/2 7/16/2014 M&C Re\4ew by committing to 19 percent MBE participation on this project. The City's MBE goal on this project is 19 percent. These projects are located in COUNCIL DISTRICTS 2, 3, 4, 7 and 8; Mapsco 61Q, 61R, 61V, 62J, 65Y, 65Z, 74L, 74W, 75E, 75N, 91D, 92A and 92.B. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. TO Fund/Account/Centers 1&2) P253 476045 6041702282ZZ 1&2) P258 476045 7041702282ZZ 2)P253 541200 604170228283 2)P258 541200 704170228283 $580.411.28 $580.411.27 $580.411.28 $580.411.27 Submitted for Citv Manaaer's Office bv: Oriainatina Deoartment Head: Additional Information Contact: FROM Fund/Account/Centers 1) PE45 538040 0609020 3) P253 541200 604170228283 3) P258 541200 704170228283 3) C293 541200 204620228283 1) PE45 538040 0709020 Fernando Costa (6122) Douglas W. Wiersig (7801) Kristian Sugrim (8902) ATTACHMENTS (HMAC 2014-4) STRET REHABILITATION MAP PAGE 1.pdf (HMAC 2014-4) STRET REHABILITATION MAP _ PAGE_2.Ddf (HMAC 2014-4) STRET REHABILITATION MAP PAGE 3.Ddf (HMAC 2014-4) STRET REHABILITATION _MAP _PAGE 4.Ddf 20(HMAC 2014-4) STREET REHABILITATIONP253_:AO.docx 20(HMAC 2014-4) STREET REHABILITATION _P258 AO.docx 2014-4 Proiects.of.xis $580.411.28 $580.411.28 $580.411.27 $1.160.822.55 $580.411.27 http://apps.cfwnet.org /councilpacket/mc_re\i ew.asp?ID=19927&counci I date=7/15/2014 2/2 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Pre -qualifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 00 45 40 Minority Business Enterprise Goal 19 00 52 43 Agreement 20 00 61 13 Performance Bond 21 00 61 14 Payment Bond 22 00 61 19 Maintenance Bond 23 00 61 25 Certificate of Insurance 24 00 72 00 General Conditions 25 00 73 00 Supplementary Conditions 26 27 Division 01 General Requirements 28 01 1100 Summary of Work 29 01 31 19 Preconstruction Meeting 30 01 31 20 Project Meetings 31 01 32 16 Construction Progress Schedule 32 01 32 33 Preconstruction Video 33 01 35 13 Special Project Procedures 34 01 45 23 Testing and Inspection Services 35 01 50 00 Temporary Facilities and Controls 36 01 55 26 Street Use Permit and Modifications to Traffic Control 37 01 58 13 Temporary Project Signage 38 01 70 00 Mobilization and Remobilization 39 01 71 23 Construction Staking 40 01 74 23 Cleaning 41 01 7719 Closeout Requirements 42 01 78 39 Project Record Documents 43 44 Division 02 - Existing Conditions 45 02 41 15 Paving Removal 46 47 Division 31 - Earthwork 48 31 23 16 Unclassified Excavation 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 000000-1 TABLE OF CONTENTS Page 1 of 2 STREET REHABILITATION (HMAC 2014-4)) City Project No. 02282 00 00 00 - 2 TABLE OF CONTENTS 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 Page 2 of 2 Division 32 - Exterior Improvements 32 11 33 32 12 16 32 12 73 32 13 20 32 16 13 32 17 23 32 17 25 32 91 19 32 92 13 Cement Treated Base Courses Asphalt Paving Asphalt Paving Crack Sealants Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Curb and Gutters and Valley Gutters Pavement Markings Curb Address Painting Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Division 33 - Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 17 Concrete Collars [To be completed in early 20121 Division 34 - Transportation 34 71 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proi ectpoint. buzzsaw.com/client/fortworth aov/Resources/02%20- %20Construction%20Documents/Specifications Division 99 — Special Technical Specifications 9999.0096 Paving Construction Allowance Appendix GC-4.01 GC-4.02 GC-4.04 GC-4.06 GC-6.07 GC-6.09 GC-6.24 GR-01 60 00 SP-01 Availability of Lands Subsurface and Physical Conditions Underground Facilities Hazardous Environmental Condition at Site Wage Rates Permits and Utilities Nondiscrimination Product Requirements Special Provisions END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 STREET REHABILITATION (HMAC 2014-4)) City Project No. 02282 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 M&C for the award of the project. M&C insert shall be on blue paper. j 8 9 10 11 12 13 14 15 16 17 18 19 20 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 00 05 15 - 1 ADDENDA Page 1 of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 HMAC SURFACE OVERLAY (2014-4) 02282 001113-1 INVITATION TO BIDDERS 1 2 SECTION 00 11 13 INVITATION TO BIDDERS Page 1 of 2 3 4 RECEIPT OF BIDS 5 Sealed bids for the STREET REHABILITATION (HMAC 2014-4), 02282, will be received by 6 the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, May 1, 2014, and bids will be opened publicly and read aloud at 13 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 84,910 S.Y. 2" HMAC Surface Course, Type D 16,780 L.F. Remove and Replace Existing Concrete Curb & Gutter 2,858 S.F. Remove and Replace Concrete Sidewalk 23,145 S.F. Remove & Replace Concrete Driveway 65,865 S.Y. 8" Pavement Pulverization 8,290 S.Y 2" Pavement Surface Milling 17 PREQUALIFICATION 18 The improvements included in this project, which require prequalification, must be performed by 19 a contractor who is prequalified by the City at the time of bid opening. The procedures for 20 qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO 21 BIDDERS. 22 23 DOCUMENT EXAMINATION AND PROCUREMENTS 24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 25 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and 26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 28 suppliers. 29 30 Copies of the Bidding and Contract Documents may be purchased from: 31 Tara Fishback, 817-392-2021, City of Fort Worth, Transportation and Public Works, 1000 32 Throckmorton St., Fort Worth, TX 76102 33 34 The cost of Bidding and Contract Documents is: $30.00 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 PREBID CONFERENCE 2 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 3 BIDDERS at the following location, date, and time: 4 DATE: Tuesday, April 29, 2014 5 TIME: 9:00 A.M. 6 PLACE: Transportation and Public Works, 1000 Throckmorton St., RM#: 270, Fort 7 Worth, TX 76102 8 LOCATION: Municipal Building, 2nd Floor 9 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Kristian Sugrim, City of Fort Worth 17 Email: Kristian.Sugrim@fortworthtexas.gov 18 Phone: 817-392-8902 19 20 ADVERTISEMENT DATES 21 April 3, 2014 22 April 10, 2014 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving — Requirements document located at; 40 https://nroiectpoint.buzzsaw.coln/fortworthgov/Resources/02%20- 41 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Pavina 42%20Contractor%20Prequalification%20Program/PREOUALIFICATION%2OREO 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 46 3.1.3. Water and Sanitary Sewer — Requirements document located at; 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 2 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 3 45 11, BIDDERS PREQUALIFICATIONS. 4 5 3.2.1. Submission of and/or questions related to prequalification should be addressed to 6 the City contact as provided in Paragraph 6.1. 7 8 9 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 10 bidder(s) for a project to submit such additional information as the City, in its sole 11 discretion may require, including but not limited to manpower and equipment records, 12 information about key personnel to be assigned to the project, and construction schedule, 13 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 14 deliver a quality product and successfully complete projects for the amount bid within 15 the stipulated time frame. Based upon the City's assessment of the submitted 16 information, a recommendation regarding the award of a contract will be made to the 17 City Council. Failure to submit the additional information, if requested, may be grounds 18 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 19 notified in writing of a recommendation to the City Council. 20 21 3.4. In addition to prequalification, additional requirements for qualification may be required 22 within various sections of the Contract Documents. 23 24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 25 26 4.1. Before submitting a Bid, each Bidder shall: 27 28 4.1.1. Examine and carefully study the Contract Documents and other related data 29 identified in the Bidding Documents (including "technical data" referred to in 30 Paragraph 4.2. below). No information given by City or any representative of the 31 City other than that contained in the Contract Documents and officially 32 promulgated addenda thereto, shall be binding upon the City. 33 34 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 35 site conditions that may affect cost, progress, performance or furnishing of the 36 Work. 37 38 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 39 progress, performance or furnishing of the Work. 40 41 4.1.4. 42 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 43 contiguous to the Site and all drawings of physical conditions relating to existing 44 surface or subsurface structures at the Site (except Underground Facilities) that 45 have been identified in the Contract Documents as containing reliable "technical 46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 47 at the Site that have been identified in the Contract Documents as containing 48 reliable "technical data." 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.7. Perform independent research, investigations, tests, borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima -facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities) which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth, TX 76102 14 Attn: Kristian Sugrim,Transportation & Public Works 15 Fax: 817-392-8092 16 Email: Kristian.Sugrim@Fortworthtexas.govPhone: 817-392-8902 17 18 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 19 City. 20 21 Addenda or clarifications may be posted via Buzzsaw at: 22 httns://proiectooint.buzzsaw.com/client/fortworthaov/Infrastructure%20Proiects/02282%20- 23%2OHMAC%20%282014-4%29%20Street%20Rehabilitation> 24 25 26 6.3. A prebid conference may be held at the time and place indicated in the Advertisement or 27 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 28 Project. Bidders are encouraged to attend and participate in the conference. City will 29 transmit to all prospective Bidders of record such Addenda as City considers necessary 30 in response to questions arising at the conference. Oral statements may not be relied 31 upon and will not be binding or legally effective. 32 33 7. Bid Security 34 35 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 36 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 37 the requirements of Paragraphs 5.01 of the General Conditions. 38 39 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 40 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 41 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 42 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 43 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 44 other Bidders whom City believes to have a reasonable chance of receiving the award 45 will be retained by City until final contract execution. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 6 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required. All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.3. Bids by corporations shall be executed in the corporate name by the president or a 2 vice-president or other corporate officer accompanied by evidence of authority to 3 sign. The corporate seal shall be affixed. The corporate address and state of 4 incorporation shall be shown below the signature. 5 6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 7 partner, whose title must appear under the signature accompanied by evidence of 8 authority to sign. The official address of the partnership shall be shown below the 9 signature. 10 11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 12 member and accompanied by evidence of authority to sign. The state of formation of 13 the firm and the official address of the firm shall be shown. 14 15 12.6. Bids by individuals shall show the Bidder's name and official address. 16 17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18 indicated on the Bid Form. The official address of the joint venture shall be shown. 19 20 12.8. All names shall be typed or printed in ink below the signature. 21 22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 23 which shall be filled in on the Bid Form. 24 25 12.10. Postal and e-mail addresses and telephone number for communications regarding the 26 Bid shall be shown. 27 28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 30 to State Law Non Resident Bidder. 31 32 13. Submission of Bids 33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 36 marked with the City Project Number, Project title, the name and address of Bidder, and 37 accompanied by the Bid security and other required documents. If the Bid is sent through the 38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 39 with the notation "BID ENCLOSED" on the face of it. 40 41 14. Modification and Withdrawal of Bids 42 43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 44 withdrawn prior to the time set for bid opening. A request for withdrawal must be 45 made in writing by an appropriate document duly executed in the manner that a Bid 46 must be executed and delivered to the place where Bids are to be submitted at any 47 time prior to the opening of Bids. After all Bids not requested for withdrawal are 48 opened and publicly read aloud, the Bids for which a withdrawal request has been 49 properly filed may, at the option of the City, be returned unopened. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to make an award to that Bidder, whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs, maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.4. Contractor shall perform with his own organization, work of a value not less than 2 35% of the value embraced on the Contract, unless otherwise approved by the City. 3 4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 5 responsive Bidder whose evaluation by City indicates that the award will be in the 6 best interests of the City. 7 8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 12 comparable contract in the state in which the nonresident's principal place of 13 business is located. 14 15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 16 to be awarded, City will award the Contract within 90 days after the day of the Bid 17 opening unless extended in writing. No other act of City or others will constitute 18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 19 the City. 20 21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 22 23 18. Signing of Agreement 24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 26 Contractor shall sign and deliver the required number of counterparts of the Agreement to 27 City with the required Bonds, Certificates of Insurance, and all other required documentation. 28 City shall thereafter deliver one fully signed counterpart to Contractor. 29 30 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pdf Li CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Company Name Here By: Printed Name Here Address Here Signature: Address Here or Space City, State Zip Code Here Title: Title Here END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 35 13 BID FORM Page 8 of 8 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. httn://www.ethics.state.tx.us/forms/Claocif httn://www.ethics.state.bcus/forms/CIS.mlf CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary LJ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Advanced Paving By: Sam Garrett 2257 Joe Field Rd. Signature: Dallas, TX 75229 Title: END OF SECTION President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: Units/Sections: 1. Enter Into Agreement HMAC (2014-4) STREET REHABILITATION AT VARIOUS LOCATIONS 2282 PAVEMENT IMPROVEMENT 00 41 00 BID FORM Page 1 of 8 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook 00 41 00 BID FORM Page 2 of 8 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. b. c. d. 4. Time of Completion HMAC Street Rehabilitation Heavy Maintenance and all items directly associated with the paving. 4.1. The Work will be complete for Final Acceptance within 260 calendar days after the date when 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 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook 00 41 00 BID FORM Page 3 of 8 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete> $0.00 Alternate Bid <use this if applicable, otherwise delete> $0.00 Deductive Alternate<use this if applicable, otherwise delete> $0.00 Additive Alternate <use this if applicable, otherwise delete> $0.00 Total Bid $2,321,645.10 7. Bid Submittal This Bid is submitted on May 1, 2014 by the entity named below. Respectfully submi By: Receipt is acknowledged of the following Addenda: (Addendum No. 1: (Si nature) (Addendum No. 2: (Addendum No. 3: Sam Garrett (Addendum No. 4: (Printed Name) Title: President Company: Advanced Paving Address: 2257 Joe Field Rd. Dallas, TX 75229 State of Incorporation: Email: saarrettCaadvancedoavinaco.com Phone: 972-245-0000 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Corporate Seal: Initial Bid Proposal Workbook UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM 00 42 43 BID PROPOSAL Page4 of 8 Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Description Specification Unit of Bid Quantity Section No. Measure Unit Price Bid Value 3305.0108 Miscellaneous Adjustments (Utilities) 00 05 08 LS $6,000.00 0 0241.1300 Remove Concrete Curb & Gutter 0241 15 LF 16780 $3.30 $55,374.0 0 3216.0102 7" Concrete Curb & Gutter 32 16 13 LF 20384 $22.00 $448,448.00 0241.0401 Remove Concrete Driveway 02 41 13 SF 23142 $2.20 $50,912.40 3213.0401 6" Concrete Driveway 32 13 20 SF 27842 $4.40 $122,504.80 6 3213.0451 6" Concrete Driveway, Exposed Aggregate 32 13 20 SF 442 ____.._..$8.80 $3,889.60 0241.0100 Remove Sidewalk 02 41 13 SF 2858 $1 _10 $3,143.80 3213.0301 4" Concrete Sidewalk 32 13 20 SF 2958 $3.30 $9,761.40 3213.0351 4" Concrete Sidewalk, Exposed Aggregate 32 13 20 SF 100 $8.80 $880.00 10 02 1.1400 Remove Concrete Valley Gutter 02 41 15 SY 508 $29.70 $15,087.60 11 3216.0301 6" Concrete Valley Gutter 32 16 13 SY 693 $69.30 $48,024.90 12 0241. 1700 8" Pavement Pulverization 02 41 15 SY 65865 $4.00 $263 460.00 13 9999.0000 Roadbond EN1 Soil Stabilizer GA 515 $115.00 $59,225.00 14 3211.0600 Cement Modification (13lbs/sy) 32 11 33 TN 430 $110.00 $47,300.00 15 0241.1506 2" Surface Milling 02 41 15 SY 8289 $2.70 $22,380.30 16 0241 1502 Pavement Wedge Milling (2"to 0 Depth, 5' Wide) 02 41 15 SY 3535 $2.80 $9898.00 17 .02 Brack 0241.1600 Butt Milling 02 41 15 EA 6 $450.00 $2,700.00 18 600 Sealing of Existing Pavement 32 12 73 GA 120 $35.00 $4,200.00 19 3212.0302 2" Asphalt Pavement Type D 32 12 16 SY 84910 $9.20 $781,172.00 20 3305.0111 Water Valve Box Adjustments (w/ Steel Riser) 33 05 14 EA 9 $100.00 $900.00 21 3305.0112 Water Valve Box Adjustments (with Concrete Collar) 33 05 17 EA 39 $350.00 $13,650.00 31 23 16 CY 976 $25.00 $24,400.00 31 24 00 CY 10 $100.00 $1,000.00 321216 TN 10 $135.00 $1,350.00 31 24 00 CY 81 $215.00 $17,415.00 33 4910 EA 25 $300.00 $7,500.00 33 05 17 EA 47 ...._ $600.00 $28,200.00 32 17 25 EA 385 $16.00 $6,160.00 32 92 13 SY 14140 $7.15 $101,101.00 EA 1 $500.00 $500.00 31 3305.0107 Miscellaneous Adjustments (Water Meter Box) 33 05 14 EA 9 $50.00 $450.00 32 0241.0300 Remove ADA Ramp 02 41 13 EA 16 $110.00 $1,760.00 33 9999.0000 ADA Ramp EA 18 $1,210.00 $21,780.00 34 9999.0000 5' Curb Inlet Top EA 1 $660.00 $660.00 35 9999.0000 10' Curb inlet Top EA 1 $1,320.00 $1,320.00 36 3441.1301 Traffic Loop Detector Cable Saw -cut 34 41 10 LF 100 $20.00 $2.000.00 37 3441 1302 AWG Loop Detector Cable 34 41 10 LF 100 $10.00 $1,000.00 38 3217.0001 4" Solid White Thermoplastic (HAS) Lane Lines 32 17 23 LF 2426 $1.40 $3,396.40 39 3217.0002 4" Solid Yellow Thermoplastic (HAS) Center Lines 32 17 23 LF 877 $1.70 $1,490.90 40 3346 0108 6" Pipe Underdrain Type 8 33 46 00 LF 50 $20.00 $1,000.00 41 3232.0201 Standard Retaining Wall 32 32 13 SF 10 $100.00 $1,000.00 42 9999.0000 Mail Box (Brick) EA 2 $1,000.00 $2,000.00 43 9999.0096 Paving Construction Allowance EA 1 127,250.00 $127,250.00 22 3123.0101 Unclassified Street Excavation 23 3124.0101 Crushed Limestone 24 3212.0600 Asphalt Pavement Level -Up 25 3124.0101 Asphalt Pavement Base Repair 26 3349.0101 Manhole Adjustments (w/ Steel Riser) 27 3305.0112 Manhole Adjustments (with Concrete Collar) - 28 9999.0000 Curb Address Painting 29 3292.0100 Block Sod Replacement 30 9999.0000 Remove 30' Speed Cushion Bid Summary Base Bid Alternate Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Total Base Bid Bid Proposal Workbook SECTION 00 42 43 PROPOSAL FORM 00 42 43 BID PROPOSAL Page 5 of 8 UNIT PRICE BID Bidder's Application Bidlist Item No. Project Item Information Bidder's Proposal Description CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomi Revised 20120120 Specification f Unit of Section No. I Measure Bid Quantity Unit Price I Bid Value Total Alternate Bidl Deductive Alternate Bid l l l Total Deductive Alternate Bidl Additive Alternate Bid Total Additive Alternate Bidl Total Bidl $2,321,645.10` Bid Proposal Workbook 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 8 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the 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 , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. El BIDDER: Advanced Paving By: Sam arrett 2257 Joe Field Rd. Dallas, TX 75229 ignature) Title: President Date: S T — END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Workbook 00 45 12 BID FORM Page 7 of 8 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name HMAC Street Rehabilitation Heavy Maintenance and all items directly associated with the paving. 0 0 0 Advanced Paving Prequalification Expiration Date The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Advanced Paving 2257 Joe Field Rd. Dallas, TX 75229 END OF SECTION By: Sam; arrett ' ,/ 'ignature) Title: President Date: /— /V CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01820. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CON1RACTOR: 11 12 13 14 15 16 17 18 19 City/State/Zip 20 21 22 THE STATE OF TEXAS 23 24 COUNTY OF TARRANT 25 26 B�ME, the undersi 27 28 subscribed to the fore 29 the act and deed of 4 30 31 32 33 34 35 36 37 38 Address U Company U 23i db1IIJLt°td. Lak / �q By: Signature: Title: (PleasiPrint) ed authority, on this day personally appeared , known to me to be the person whose name is oing instru ent, and acknowledged to me that he/she executed the same as OlAet ,G y9C-8/ ii3?\, L1for the purposes and consideration therein expressed and in tie capacity therein stated. GPUN MY HAND AND !SEAL OF OFFICE this I day of V� /t/,ER , 20 tit 0 N&ary Public Ip7/dlld for the State of Texas 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 �,a"Y P���,,, BECKY SEALE � Public, State of Texas j2�� ;� _Notary My Commission Expires %"f+;;� October 11, 201b it FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract Is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is 19 MBE PROJECT GOALS % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the s ecitications. J o o d71` 3n4 IIkl_ li ;•"r jr� ate bloat l"it tile�Alth io i (e� Ot c of o o171=ti `(Ja o o�� r Twtrfl I lri' a jA a {of' eI iaAt-lntE I ot(e of lliil It41 1 /dt AAC I (lej� o �t<' li cIAPU(�e' 1 oift��F illlo sI . ll t I y eA f l} ( t i` L " v[BflnXct );)ntf'iinr (I ll14Ii(-)iti]Ay�X4ltinT'(yloisi�In Ufl1�, 7miloiftnl- ti eat',_ f ofc� tRtoi.. ike:p ?I(`t:°{;� /1' Alllllrol,lox-� .[ii�r:)bx{yet 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. I FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN 1 THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MIWBE Office at (817) 212-2674. Rev. 5/30/12 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on July 15. 2014 is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and ADVANCED PAVING ACOUISITION, LTD.. authorized to do business in 7 Texas, acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 HMAC (2014-4) STREET REHABILITATION 17 02282 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 260 calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 25 Conditions. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 30 General Conditions. The Contractor also recognizes the delays, expense and difficulties 31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 32 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the F. - _ er of 36 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 STREET REHABILITATION (HMAC (2014-4) 02282 00 52 43 - 2 Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 City agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of TWO MILLION THREE HUNDRED TWENTY 40 ONE THOUSAND SIX HUNDRED FORTY FIVE DOLLARS AND TEN CENTS 41 ($2,321,645.10). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between City and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form 49 1) Proposal Form 50 2) Vendor Compliance to State Law Non -Resident Bidder 51 3) Prequalification Statement 52 4) State and Federal documents (project specic) 53 b. Current Prevailing Wage Rate Table 54 c. Insurance ACORD Form(s) 55 d. Payment Bond 56 e. Performance Bond 57 f. Maintenance Bond 58 g. Power of Attorney for the Bonds 59 h. Worker's Compensation Affidavit 60 i. MBE and/or SBE Commitment Form 61 3. General Conditions. 62 4. Supplementary Conditions. 63 5. Specifications specifically made a part of the Contract Documents by attachment 64 or, if not attached, as incorporated by reference and described in the Table of 65 Contents of the Project's Contract Documents. 66 6. Drawings. 67 7. Addenda. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 OFFICIAL RECORD,; CITY SECRETARY .j rREIR ash TATIC (HMAC (2014-4) 02282 005243-3 Agreement Page 3 of 4 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed 81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 82 under this contract. This indemnification provision is specifically intended to operate 83 and be effective even if it is alleged or proven that all or some of the damages being 84 sought were caused. in whole or in part, bv anv act, omission or negligence of the city. 85 This indemnity provision is intended to include, without limitation, indemnity for 86 costs, expenses and legal fees incurred by the city in defending against such claims and 87 causes of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city, its officers, servants and employees, from and against any and all loss, damage 91 or destruction of property of the city, arising out of, or alleged to arise out of, the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification 94 provision is specifically intended to operate and be effective even if it is alleged or 95 proven that all or some of the damages being sought were caused, in whole or in part, 96 bv anv act, omission or negligence of the city. 97 98 Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 101 have the meanings indicated in the General Conditions. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the City. 105 7.3 Successors and Assigns. 106 City and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon CITY and 113 CON TRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the U • i ourt for the 117 Northern District of Texas, Fort Worth Division. Meal & RECnR® CITY OF FORT WORTH STREET' RFt4ti�-4-TATION (HMAC (2014-4) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02282 Revised August 17, 2012 005243-4 Agreement Page 4 of 4 118 7.6 Other Provisions. 119 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 120 classified, promulgated and set out by the City, a copy of which is attached hereto and 121 made a part hereof the same as if it were copied verbatim herein. 122 7.7 Authority to Sign. 123 Contractor shall attach evidence of authority to sign Agreement, if other than duly 124 authorized signatory of the Contractor. 125 126 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 127 counterparts. 128 129 This Agreement is effective as of t17e last date signed by the Parties ("Effective Date"). 130 131 132 133 134 135 136 137 138 139 ontractor: By: Title: 440 (Signature L. (Printed Name) atAte- /A/67A1±- City of Fort Worth By: Fernando Costa Assistant City Manager Date Attest: City Secretary (Seal) Address: 2-3%(jiff- l/ M&C C 2 L 59_ Date: `7 / 5 iy City/State/Zip( 11�� p� / /,�4 1 1 9 T/34 /74 Date [OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Approved as to Form and Legality: Assistant City Attorney APPROVAL RECOMMENDED: U . W Douglas W. Wlersig, P.E. DIRECTOR, Transportation & Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 STREET REHABILITATION (HMAC (2014-4) 02282 BOND NUMBER: SSB 408262 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 006113-1 PERFORMANCE BOND Page 1 of 2 ISSUED IN FOUR (4) COUNTERPARTS SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: 8 That we, Advanced Pavin:r Acquisition. Ltd., known as "Principal" herein and 9 RLI INSURANCE COMPANY , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, TWO MILLION 13 THREE HUNDRED TWENTY ONE THOUSAND SIX HUNDRED FORTY FIVE, 14 DOLLARS AND TEN CENTS ($2.321.645.101, lawful money of the United States, to be paid 15 in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, 16 we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 17 severally, firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 15 day of July, 2014, which Contract is hereby referred to and made a part hereof for 20 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 22 provided for in said Contract designated as STREET REHABILITATION (HMAC 2014-4), 23 02282. 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 6 July .2014 . 7 8 9 10 11 12 13 ATTEST: 14 15 16 (Principal) Secretary 17 18 19 20 21 I � 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 *Note: 42 43 44 45 Witness as toprinoi!pal Witness as to Surety Alex Pax PRINCIPAL: ADVANCEAV I G ACQUISITION, LTD 25th day of BY: /I�N'< _ Signature Sam L. Garrett, Owner/President Name and Title Address: 2257 Joe Field Rd. Dallas, TX 75229 SURETY: RLI INSURANCE COMPANY dOccu S g ature . V. DeLene Marshall, Attorney -In -Fact Name and Title Address: 9025 North Lindbergh Drive Peoria, IL 61615 Telephone Number: (800) 645-2405 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 DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 BOND NUMBER: SSB 408262 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 ISSUED IN FOUR (4) COUNTERPARTS SECTION 00 61 14 PAYMENT BOND § § § 006114-1 PAYMENT BOND Page I of 2 KNOW ALL BY THESE PRESENTS: 8 That we, Advanced Pavine Acquisition. Ltd., known as "Principal" herein, and 9 RLI INSURANCE COMPANY a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of, TWO MILLION THREE HUNDRED TWENTY ONE THOUSAND SIX 14 HUNDRED FORTY FIVE DOLLARS AND TEN CENTS ($2.32L645.10), lawful money of 15 the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum 16 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 15 day of July, 2014, which Contract is hereby referred to and made a part hereof for all purposes 20 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as 21 defined by law, in the prosecution of the Work as provided for in said Contract and designated as 22 STREET REHABILITATION (HMAC 2014-43), 02282. NOW, THEREFORE, THE 23 CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any 24 (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, 25 as amended) in the prosecution of the Work under the Contract, then this obligation shall be and 26 become null and void; otherwise to remain in full force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 25th day of 3 July , 2014 . 4 ATTEST: (Principal) Secretary hic Witness as Ito Principal ' -- ATTEST: (Surety) Secreta Witness as to Surety Lisa . Bonnot, Witness Alex Pax PRINCIPAL: ADVANCE BY: Signaiure ACOUISITION, LTD Sam L. Garrett, Owner/President Name and Title Address: 2257 Joe Field Rd. Dallas, TX 75229 SURETY: RLI INSURANCE COMPANY BY� NV) ignal'uure V. DeLene Marshall, Attorney -In -Fact Name and Title Address: 9025 North Lindbergh Drive Peoria, IL 61615 Telephone Number: (800) 645-2405 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 BOND NUMBER: SSB 408262 2 ISSUED IN FOUR (4) COUNTERPARTS SECTION 00 61 19 MAINTENANCE BOND 00 61 19 - I MAINTENANCE BOND Page 1 of 3 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Advanced Paving Acquisition, Ltd., known as "Principal" herein and 9 RLI INSURANCE COMPANY , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of TWO 13 MILLION THREE HUNDRED TWENTY ONE THOUSAND SIX HUNDRED FORTY 14 FIVE DOLLARS AND TEN CENTS ($2.321,645.10), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 16 unto the City and its successors, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 15 day of July, 2014, which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 22 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 23 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 24 designated as STREET REHABILITATION (HMAC 2014-4), 02282; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need thereof at any time within the Maintenance 33 Period, 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 25th day of 3 July , 2014 4 5 6 7 8 9 BY: 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 CiAte 20 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Surrety) Secretar}IJ Lisa. . Bonnot, Witness Peoria, IL 61615 33 "'� / 34 35 Witness as to Surety Alex Pax 36 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 Witness as totrincip61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 PRINCIPAL: ADVANCED/AVING 4 QUISITION, LTD / /1 /J 4/4-/ Sam L. Garrett, Owner/President Name and Title Address: 2257 Joe Field Rd. Dallas, TX 75229 SURETY: RLI INSURANCE COMPANY �_ r\ V. DeLene Marshall, Attorney -In -Fact Name and Title Address: 9025 North Lindbergh Drive Telephone Number: (800) 645-2405 STREET REHABILITATION (2014-4) 02282 RLI® c�c an RLI Company P.O. Box 3967 I Peoria, IL 61612-3967 Phone: (800)645-2402 I Fax: (309)689-2036 POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That this Power of Attorney may be effective and given to either or both of RLI Insurance Company and Contractors Bonding and Insurance Company, required for the applicable bond. That RLI Insurance Company, a Illinois corporation, and/or Contractors Bonding and Insurance Company, a Washington corporation (as applicable), each authorized and licensed to do business in all states and the District of Columbia do hereby make, constitute and appoint: Lisa M. Bonnot, Don E. Cornell, Robbi Morales, Ricardo J. Revna. V. DeLene Marshall. iointiv or severally in the City of Dallas . State of Texas , as Attorney in Fact, with full power and authority hereby conferred upon him/her to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ( $10.000.000.00 1 for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. RLI Insurance Company and Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of the Resolution adopted by the Board of Directors of each such corporation, and now in force, to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the corporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." IN WITNESS WHEREOF, RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this 30th day of April, 2014. State of Illinois } SS County of Peoria "PpNCE,,,, - • coRPOg4 re= - SEAL On this 30th day of Anril 2014 before me, a Notary Public, personally appeared Rov C. Die , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and/or Contractors Bonding and Insurance Company, and acknowledged said instrument to be the voluntary act and deed of said corporation. Jacqu ine M. Bockler Notary Public NsOTARY yi.4 "OFFICIAL SEAL" S- PUTATE OauC,Fi p JACQUELINE M. BOCKLER 44) COMMISSION EXPIRES 01/14/18 RLI Insurance Company Contractors Bonding and Insurance Company Roy C. Die / Vice President CERTIFICATE I, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, and/or Contractors Bonding and Insurance Company, a Washington corporation, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance Company this -)" v , day of it ,:(. ; / v RLI Insurance Company Contractors Bonding and Insurance Company Roy C. Die / Vice President 4271584020212 A0059913 RLI' RLI Insurance Company P.O. Box 3967 Peoria, IL 61612-3967 Phone: 309-692-1000 Fax: 309-683-1610 IMPORTANT NOTICE To obtain information or make a complaint: You may call RLI Insurance Company's toll free telephone number for information or to make a complaint at 800-645-2402. You may also write to RLI Insurance Company at: 9025 N. Lindbergh Drive Peoria, IL 61615 FAX # 309-683-1610 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may also write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax Number: (512) 475-1771 Web: httu://www.tdi.texas.gov E-mail: ConsumerProtectiona,tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Texas Policyholder Notice AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numero de telefono gratis de RLI Insurance Company's para informacion o para someter una queja al 800-645-2402. Usted tambien puede escribir a RLI Insurance Company: 9025 N. Lindbergh Drive Peoria, IL 61615 FAX # 309-683-1610 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax Number: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection(atdi.texas.gov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. UW 1042ML(04/13) M4201413 CA 71 09 01 06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ULTRA ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COVERAGE INDEX Description Page TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE BROAD FORM INSURED EMPLOYEES AS INSUREDS ADDITIONAL INSURED STATUS BY CONTRACT, AGREEMENT OR PERMIT AMENDED FELLOW EMPLOYEE EXCLUSION TOWING AND LABOR PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE EXTRA EXPENSE - THEFT RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE PERSONAL EFFECTS COVERAGE AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE AIRBAG ACCIDENTAL DISCHARGE AUTO LOAN/LEASE TOTAL LOSS PROTECTION ENDORSEMENT GLASS REPAIR — DEDUCTIBLE AMENDMENT AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS WAIVER OF SUBROGATION REQUIRED BY CONTRACT UNINTENTIONAL FAILURE TO DISCLOSE HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE EXTENDED CANCELLATION CONDITION The COVERAGE INDEX set forth above is informational only and grants no coverage. Terms set forth in (Bold Italics) are likewise for information only and by themselves shall coverage. A. TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE SECTION I — COVERED AUTOS, paragraph C. Certain Trailers, Mobile Equipment and Temporary Substitute Autos is amended by adding the following at the end of the existing language: If Physical Damage Coverage is provided under this Coverage form for an "auto" you own, the Physical Damage coverages provided for that owned "auto" are extended to any "auto" you do not own while used with the permission of its owner as a temporary substitute for the covered "auto" you own that is out of service because of its breakdown, repair, servicing, "loss", or destruction. 1 1 2 2 2 2 3 3 3 4 4 4 4 5 5 5 5 5 6 be deemed to grant no B. BROADENED LIABILITY COVERAGES SECTION II — LIABILITY COVERAGE in Paragraph A. Coverage at 1. Who Is An Insured is amended to include the following: (Broad Form Insured) d. Any legally incorporated subsidiary in which you own more than 50% of the voting stock on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 PDF created with pdfFactory Pro trial version www.adffactorv.com e. Any organization that is acquired or formed by you, during the term of this policy and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (1) That is a joint venture or partnership, (2) That is an "insured" under any other policy, (3) That has exhausted its Limit of Insurance under any other policy, or (4) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation. Coverage does not apply to "bodily injury" or "property damage" that results from an accident that occurred before you formed or acquired the organization. (Employee as Insureds) f. Any employee of yours while acting in the course of your business or your personal affairs while using a covered "auto" you do not own, hire or borrow. (Additional Insured Status by Contract, Agreement or Permit) g. Any person or organization whom you are required to add as an additional insured on this policy under a written contract or agreement; but the written contract or agreement must be: (1) Currently in effect or becoming effective during the term of this policy; and (2) Executed prior to the "bodily injury" or "property damage". The additional insured status will apply only with respect to your liability for "bodily injury" or "property damage" which may be imputed to that person(s) or organization(s) directly arising out of the ownership, maintenance or use of the covered "autos" at the location(s) designated, if any. Coverage provided by this endorsement will not exceed the limits of liability required by the written contract or written agreement even if the limits of liability stated in the policy exceed those limits. This endorsement shall not increase the limits stated in Section II. C. Limits of Insurance. For any covered "auto" you own this Coverage Form provides primary coverage. CA 71 09 01 06 C. AMENDED FELLOW EMPLOYEE EXCLUSION Only with respect to your "employees" who occupy positions which are supervisory in nature, SECTION II. LIABILITY B. Exclusion 5. Fellow Employee is replaced by: 5. Fellow Employee "Bodily Injury": (a) To you, or your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); (b) To your "executive officers" and directors (if you are an organization other than a partnership, joint venture, or limited liability company) but only with respect to performance of their duties as your officers or directors; (c) For which there is an obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph a and b above; or (d) Arising out of his or her providing or failing to provide professional health care services. For purposes of this endorsement, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, transfer, direct, discipline or discharge. D. BROADENED PHYSICAL DAMAGE COVERAGES SECTION III — PHYSICAL DAMAGE COVERAGE Coverage is amended as follows: (TOWING AND LABOR) 2. Towing and Labor We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is disabled: (a) For private passenger type vehicles or "light trucks" we will pay up to $75 per disablement. "Light trucks" have a gross vehicle weight (GVW) of 10,000 pounds or less. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 PDF created with pdfFactory Pro trial version www.odffactorv.com (b) For "medium trucks" we will pay up to $150 per disablement. "Medium trucks" have a gross vehicle weight (GVW) of 10,001 lbs. to 20,000 pounds. However, the labor must be performed at the place of disablement. (PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE) 4. Coverage Extensi ons a. Transportation Expense is amended to provide the following limits: We will pay up to $50 per day to a maximum of $1,000. All other terms and provisions of this section remain applicable. (EXTRA EXPENSE - THEFT) The following language is added to 4. Coverage Extensions: c. Theft Recovery Expense If you have purchased Comprehensive Coverage on an "auto" that is stolen, we will pay the expense of returning that stolen auto to you. The limit for this coverage extension is $5,000. (RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE) d. Rental Reimbursement We will provide Rental Reimbursement and Additional Expense coverage only for those Physical Damage coverages for which a premium is shown in the Declarations or schedule pages. Coverage applies only to a covered "auto" of the private passenger or light truck (10,000 lbs. or less gross vehicle weight) type for which Physical Damage coverages apply. (1) We will pay for auto rental expense and the expense incurred by you because of "loss" to remove and transfer your materials and equipment from a covered "auto" to a covered "auto." Payment applies in addition to the otherwise applicable coverage you have on a covered "auto." No deductible applies to this coverage. CA 71 09 01 06 (2) We wit pay only for expenses incurred during the policy period and beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: (a) The number of days reasonably required to repair or replace the covered "auto." If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you, or (3) (b) 30 days. Our payment is limited to the lesser of the following amounts: (a) Necessary and actual expenses incurred; or (b) $35 per day. (c) This coverage does not apply while there are spare or reserve "autos" available to you for your operations. (d) If "loss" results from the total theft of a covered "auto" of the private passenger or light truck type, we will pay under this coverage only that amount of your rental reimbursement expense which is not already provided for under the SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions, a. Transportation Expenses. (PERSONAL EFFECTS COVERAGE) e. Personal Effects If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $500 for Personal Effects stolen with the "auto". The insurance provided under this provision is excess over any other collectible insurance. For this coverage extension, Personal Effects means tangible property that is worn or carried by an "insured". Personal Effects does not include tools, jewelry, guns, musical instruments, money, or securities. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 6 PDF created with pdfFactory Pro trial version www.pdffactorv.com (AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE) (Deletion of Audio Visual Equipment Exclusion) f. Audio, Visual and Data Electronic Equipment Coverage. We will pay for "loss" to any electronic equipment that receives or transmits audio, visual or data signals and that is not designed solely for the reproduction of sound. This coverage applies only if the equipment is permanently installed in a covered "auto" at the time of the "loss" or the equipment is removable from a housing unit which is permanently installed in a covered "auto" at the time of the "loss", and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto." (1) We will pay with respect to a covered "auto" for "loss" to any accessories used with the electronic equipment described above. However, this does not include tapes, records or discs. (2) In addition to the exclusions that apply to Physical Damage Coverage with exception of the exclusion relating to audio, visual and data electronic equipment, the following exclusions also apply: We will not pay for any electronic equipment or accessories used with such electronic equipment that are: (a) Necessary for the normal operation of the covered "auto" for the monitoring of the covered "auto's" operating system; (3) or (b) Both: An integral part of the same unit housing any sound reproducing equipment designed solely for the reproducing of sound if the sound reproducing equipment is permanently installed in the covered "auto"; and Permanently installed in the opening of the dash or console normally used by the manufacturer for the installation of a radio. CA 71 09 01 06 (4) With respect to this coverage, the most we will pay for all "loss" of audio, visual or data electronic equipment and any accessories used with this equipment as a result of any one "accident" is the lesser of: (a) The actual cash value of the damaged or stolen property as of the time of the "loss"; (b) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality; or $1,000; minus a deductible of $100. An adjustment for depreciation and physical condition will be made in determining actual cash value at the time of loss. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. If there is other coverage provided for audio, visual and data electronic equipment, the coverage provided herein is excess over any other collectible insurance. (AIRBAG ACCIDENTAL DISCHARGE) D. SECTION III — PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended as follows: The following language is added to Exclusion 3.: If you have purchased Comprehensive or Collision Coverage under this policy, this exclusion does not apply to mechanical breakdown relating to the accidental discharge of an air bag. This coverage applies only to a covered auto you own and is excess of any other collectible insurance or warranty. No deductible applies to this coverage. E. AUTO LOAN/LEASE TOTAL LOSS PROTECTION SECTION III — PHYSICAL DAMAGE COVERAGE — C. Limit of Insurance is amended by adding the following language: 4. In the event of a total "loss" to a covered "auto" shown in the Schedule pages, subject at the time of the "loss" to a loan or lease, we will pay any unpaid amount due on the lease or loan for a covered "auto" less: CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 PDF created with pdfFactory Pro trial version www.Ddffactorv.com (3) (4) (5) a. The amount paid under the Physical Damage Coverage Section of the policy; and b. Any: (1) Overdue lease / loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; Security deposits not returned by the lessor; Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and Carry-over balances from previous loans or leases. (GLASS REPAIR — DEDUCTIBLE AMENDMENT) Under D., Deductible is amended by adding the following: Any deductible shown in the Declarations as applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, rather than replaced. F. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Under SECTION IV — BUSINESS AUTO CONDITIONS, Subsection A., Loss Conditions , the following is added to paragraph 2. Duties In The Event of Accident, Suit or Loss: d. Knowledge of any "accident," "claim," "suit' or "loss" will be deemed knowledge by you when notice of such "accident," "claim," "suit' or "loss" has been received by: (1) You, if you are an individual; (2) Any partner or insurance manager if you are a partnership; (3) An executive officer or insurance manager, if you are a corporation; CA 71 09 01 06 CA 71 09 01 06 (4) Your members, managers or insurance manager, if you are a limited liability company; or (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization. G. WAIVER OF SUBROGATION REQUIRED BY CONTRACT Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer of Rights of Recovery Against Others to Us the following language is added: However, we waive any rights of recovery we may have against the person or organization with whom you have agreed in writing in a contract, agreement or permit, to provide insurance such as is afforded under the policy to which this endorsement is attached. This provision does not apply unless the written contract or written agreement has been executed, or permit has been issued, prior to the "bodily injury" or "property damage." H. UNINTENTIONAL FAILURE TO DISCLOSE Under SECTION IV — BUSINESS AUTO CONDITIONS, Subsection B. General Conditions , the following is added to 2. Concealment, Misrepresentation Or Fraud : Your unintentional error in disclosing, or failing to disclose, any material fact existing at the effective date of this Coverage Form, or during the policy period in connection with any additional hazards, will not prejudice your rights under this Coverage Form. I. HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE Under SECTION IV — BUSINESS AUTO CONDITIONS B. General Conditions 5. Other Insurance Paragraph 5.b. is replaced by the following: b. (1) For "Comprehensive" and "Collision" Auto Physical Damage provided by this endorsement, the following are deemed to be covered "autos" you own: (a) Any Covered "auto" you lease, hire, rent or borrow; and Includes Copyrighted material of Insurance Services Office, Inc., with its permission . Page 5 of 6 PDF created with pdfFactory Pro trial version www.odffactorv.com (b) Any Covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto" (2) Limit of Insurance For This Section The most we will pay for any one "loss" is the lesser of the following: (a) $50,000 per accident, or (b) actual cash value at the time of loss, or (c) cost of repair. minus a $500 deductible. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total loss. No deductible applies to "loss" caused by fire or lightning. CA71090106 (3) This Hired Auto Physical Damage coverage is excess over any other collectible insurance. (4) Definitions For This Section (a) Comprehensive Coverage: from any cause except the covered "auto's" collision with another object or the covered "auto's" overturn. We will pay glass breakage, "loss" caused by hitting a bird or animal and, "loss" caused by falling objects or missiles. (b) Collision Coverage: caused by the covered "auto's" collision with another object or by the covered "auto's" overturn. J. EXTENDED CANCELLATI ON CONDITION A. Under CANCELLATION, of the COMMON POLICY CONDITIONS form, item 2.b. is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission . Page 6 of 6 PDF created with pdfFactory Pro trial version www.adffactorv.com COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section 11 — Who Is An Insured is amended to B. include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury', "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 33 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 PDF created with pdfFactory Pro trial version www.odffactorv.com POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Orcianization(s): Location And Description Of Completed Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section I1— Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 TEXAS - EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. * Coverage for non -owned watercraft is extended to 51 feet in length * Voluntary Property Damage Coverage $5,000 Occurrence with a $10,000 Aggregate * Care, Custody and Control Property Damage Coverage $25,000 Occurrence with a $100,000 Aggregate - $500 Deductible * Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate $1,000 Deductible * Water Damage Legal Liability - $25,000 * Increase in Supplementary Payments: Bail Bonds to $1,000 and Loss of Earnings to $500 * For newly formed or acquired organizations - extend the reporting requirement to 180 days * Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction Agreement With You * Automatic Additional Insured - Vendors * Automatic Additional Insured - Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You * Automatic Additional Insured - Managers or Lessor of Premises * Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured * Additional Insured — State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations * Additional Insured — Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only; Owners, Lessees or Contractors — Automatic Status When Required in Construction Agreement With You * Additional Insured - Employee Injury to Another Employee * Primary and Non -Contributory Additional Insured — Limited Parties * Contractors Blanket Additional Insured — Limited Products — Completed Operations Coverage * Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage * Automatically included - Aggregate Limits of Insurance (per location) * Automatically included - Aggregate Limits of Insurance (per project) Knowledge of occurrence - Knowledge of an "occurrence", "claim or suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. Liberalization Condition Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 lbs GVW Blanket Waiver of Subrogation Property Damage - Borrowed Equipment Property Damage Liability - Elevators Bodily Injury Redefined Extended Property Damage Damage to Media Legal Liability - $50,000 Designated Operations Covered by a Consolidated (Wrap -Up) Insurance Program — Limited Coverage "Insured Contract" redefined for Limited Railroad Contractual Liability CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 17 FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SECTION I - COVERAGES COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY The Following changes are made to 2. Exclusions: Extended Property Damage Exclusion 2.a.: Expected or Intended Injury is replaced with the following: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Extended Watercraft Coverage Exclusion g.(2) is deleted and replaced by the following: g.(2) A watercraft you do not own that is: (a) Less than 51 feet long; (b) Not being used to carry persons or property for a charge; Property Damage Liability - Borrowed Equipment The following is added to Exclusion j.: Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and while not being used to perform operations. The most we will pay for "property damage" to any one borrowed equipment item under this coverage is $25,000 per occurrence. The insurance afforded under this provision is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. Property Damage Liability - Elevators The following is added to Exclusion j .: Under Paragraph 2. Exclusions of Coverage A. "Bodily Injury' and "Property Damage" Liability Paragraphs 3, 4 & 6 of this exclusion do not apply to "property damage" resulting from the use of elevators. However, any insurance provided for such "property damage" is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 The last paragraph of Item 2. Exclusions is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of this owner. A separate limit of insurance applies to this coverage as described in Section III - Limits of Insurance. THE FOLLOWING COVERAGES ARE ADDED: Voluntary Property Damage Coverage The insurance provided under Coverage A (Section 1) is amended to include "property damage" to property of others caused by the insured: a. While in your possession; or b. Arising out of "your work". Coverage applies at the request of the insured, whether or not the insured is legally obligated to pay. For the purposes of this Voluntary Property Damage Coverage only: 1. Exclusion j. Damage to Property under Coverage A (Section I) is deleted and replaced by the following: j• Damage to Property "Property damage" to: (1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or use; (2) Property transported by or damage caused by any "automobile", "watercraft" or "aircraft" you own, hire or lease; (3) Property you own, rent, lease, borrow or use. Care, Custody and Control Property Damage Coverage For the purpose of this Care, Custody and Control Property Damage Coverage only: 1. Item (4) of Exclusion j. of Coverage A (Section I) does not apply. COVERAGE M. DAMAGE TO MEDIA LEGAL LIABILITY 1. Insuring Agreement a. We will pay those sums that the insured becomes legally obligated to pay as damages because of damage to "electronic data" to which this insurance applies. We will have the right and duty to defend the insured against any "suit" seeking those damages. However, we will have no duty to defend the insured against any "suit" seeking damages for "electronic data" to which this insurance does not apply. We may, at our discretion, investigate any "occurrence" and settle any claim or "suit" that may result. But: CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 17 PDF created with pdfFactory Pro trial version www.adffactorv.com CG 72 08 09 13 (1) The amount we will pay for damages is limited to $50,000. (2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements under this coverage or any other applicable coverage or medical expenses under Coverage C. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments. b. This insurance applies to damages to "electronic data" only if: (1) The damage to "electronic data" is caused by an "occurrence" that takes place in the "coverage territory"; (2) The damage to "electronic data" occurs during the policy period; and (3) Prior to the policy period, no insured listed under Paragraph 1. of Section II - Who Is An Insured and no "employee" authorized by you to give or receive notice of an "occurrence" or claim, knew that the damage to "electronic data" had occurred, in whole or in part. If such a listed insured or authorized "employee" knew, prior to the policy period, that the damage to "electronic data" occurred, then any continuation, change or resumption of such damage to "electronic data" during or after the policy period will deemed to have been known prior to the policy period. c. Damage to "electronic data" which occurs during the policy period and was not, prior to the policy period, known to have occurred by any insured listed under Paragraph 1. of Section II - Who Is An Insured or any "employee" authorized by you to give or receive notice of an "occurrence" or claim, includes any continuation, change or resumption of that damage to "electronic data" after the end of the policy period. d. Damage to "electronic data" will be deemed to have been known to have occurred at the earliest time when any insured listed under Paragraph 1 of Section II - Who Is An Insured or any "employee" authorized by you to give or receive notice of an "occurrence" or claim: (1) Reports all or any part, of the damage to "electronic data" to us or any other insurer; (2) Receives a written or verbal demand or claim for damages because of the damage to "electronic data"; or (3) Becomes aware by any other means that damage to "electronic data" has occurred or has begun to occur. 2. Exclusions This insurance does not apply to: a. Expected Or Intended Injury Damage to "electronic data" expected or intended from the standpoint of the insured. b. Contractual Liability Damage to "electronic data" for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract of agreement. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 c. Pollution Damage to "electronic data" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants". d. Aircraft, Auto, Watercraft or Mobile Equipment Damage to "electronic data" arising out of: (1) The transportation of "mobile equipment" by an "auto" owned or operated by or rented or loaned to any insured; or (2) The use of "mobile equipment" in, or while in practice for, or while being prepared for, any prearranged racing, speed, demolition or stunting activity. e. War Damage to "electronic data" however caused, arising directly or indirectly, out of: (1) War, including undeclared or civil war; (2) Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or Insurrection, rebellion, evolution, usurped power or action taken by governmental authority in hindering or defending against any of these. f. Damage To Property g• h. (3) Damage to "electronic data" that is: (1) Property you own, rent or occupy, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Property loaned to you; (3) Personal property in the care, custody or control of the insured; (4) That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the "property damage" arises out of those operations; (5) or That particular part of any property that must be restored, repaired or replaced because "your work" was incorrectly performed on it. Damage To Your Product Damage to "electronic data" in "your product" or arising out of it or any part of it. Damage To Your Work Damage to "electronic data" in "your work" arising out of it or any part of it and included in the "products - completed operations hazard". CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 17 PDF created with pdfFactory Pro trial version www.pdffactorv.com CG 72 08 09 13 i. Damage To Impaired Property Or Property Not Physically Injured Damage to "electronic data" in "impaired property" or property that has not been physically injured, arising out of: (1) A defect, deficiency, inadequacy or dangerous condition in "your product" or "your work"; or (2) A delay or failure by you or anyone acting on your behalf to perform a contract or agreement in accordance with its terms. j. Recall Of Products, Work Or Impaired Property Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of: (1) "Your product"; (2) "Your work"; or (3) "Impaired property'; if such product, work or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. k. Personal And Advertising Injury Damage to "electronic data" arising out of "personal and advertising injury". COVERAGE R. PRODUCT RECALL EXPENSE 1. Insuring Agreement a. We will pay 90% of "product recall expense" you incur as a result of a "product recall" you initiate during the coverage period. b. We will only pay for "product recall expense" arising out of "your products" which have been physically relinquished to others. The most we will pay is $25,000 for Each Recall Limit subject to a $50,000 Aggregate. a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls" you initiate during the endorsement period. b. The Each Product Recall Limit shown above is the most we will pay, subject to the Aggregate and $1,000 deductible, for "product recall expense" you incur for any one "product recall" you initiate during the endorsement period. 2. Exclusions This insurance does not apply to "product recall expense" arising out of: a. Any fact, circumstance or situation which existed at the inception date of the policy and which you were aware of, or could reasonably have foreseen that would have resulted in a "product recall". b. Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the manufacture, design, processing, storage, or transportation of "your product". c. The withdrawal of similar products or batches that are not defective, when a defect in another product or batch has been found. d. Act, errors or omissions of any of your employees, done with prior knowlege of any of your officers or directors. e. Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged. f. "Bodily injury" or "property damage".. g. CG 72 08 09 13 Failure of "your product" to accomplish its intended purpose, including any breach of warranty of fitness, quality, efficacy or efficiency, whether written or implied. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 h. Loss of reputation, customer faith of approval, or any costs incurred to regain customer market, or any other consquential damages. I. Legal fees or expenses. j. Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your product". k. "Product recall expsense" arising from the "product recall" of any of "your products" for which coverage is excluded by endorsement. I. "Product recall expsense" arising from the "product recall" of any of "your products" on or after the designated shelf life has expired. 3. Loss Payment With respect to Coverage R, the following conditions apply: a. Claims Handling (1) Within 15 days after we receive written notice of claim, we will: (a) Acknowlege receipt of the claim. If we do not acknowledge receipt of the claim in writing, we will keep a record of the date, method and content of the acknowledgment; (b) Begin any investigation of the claim; and (c) Request a signed, sworn proof of loss, specify the information you must provide and supply you with the necessary forms. We may request more information at a later date, if during the investigation of the claim such additional information is necessary. (2) We will notify you in writing as to whether: (a) The claim or part of the claim will be paid; (b) The claim or part of the claim has been denied, and inform you of the reasons for denial; (c) More information is necessary; or (d) We need additional time to reach a decision. If we need additional time, we will inform you of the reasons for such need. We will provide notification, as described in (2)(a) through (2)(d) above, within: (I) 15 business days after we receive the signed, sworn proof of loss and all information we requested; or (ii) 30 days after we receive the signed, sworn proof of loss and all information we requested, if we have reason to believe the loss resulted from arson. If we have notified you that we need additional time to reach a decision, we must then either approve or deny the claim within 45 days of such notice. b. We will pay for covered loss or damage within 5 business days after: (1) We have notified you that payment of the claim or part of the claim will be made and have reached agreement with you on the amount of loss; or (2) An appraisal award has been made. However, if payment of the claim or part of the claim is conditioned on your compliance with any of the terms of this policy, we will make payment within 5 business days after the date you have complied with such terms. c. Catastrophic Claims If a claim results from a weather related catastrophe or a major natural disaster, the claim handling and claim payment deadlines described in a. and b. above are extended for an additional 15 days. Catastrophe or Major Natural Disaster means a weather related event which is: (1) Declared a disaster under the Texas Disaster Act of 1975; or (2) Determined to be a catstrophe by the State Board of Insurance. d. The term "business day", as used in this endorsement, means a day other than Saturday, Sunday or a holiday recognized by the state of Texas. e. We will issue loss payment to the first Named Insured shown in the Declarations and any mortgagee or loss payee as designated. CG72080913 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 17 PDF created with pdfFactory Pro trial version www.edffactorv.com CG 72 08 09 13 COVERAGE W - WATER DAMAGE LEGAL LIABILITY The Insurance provided under Coverage W (Section I) applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you. The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit. COVERAGE X — DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP) INSURANCE PROGRAM The following exclusion is added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability : This insurance does not apply to "bodily injury" or "property damage" arising out either your ongoing operations or operations included within the "products -completed operations hazard" for any "consolidated (Wrap-up) insurance program" which has been provided by the prime contractor / project manager or owner of the construction project in which you are involved. This exclusion applies whether or not a consolidated (Wrap-up) insurance program: a. Provides coverage idenitcal to that provided by this Coverage Part; or b. Has limits adequate to cover all claims This exclusion does not apply if a "consolidated (Wrap-up) insurance program" covering your operations has been cancelled, non -renewed or otherwise no longer applies for reasons other than exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as practicable. For purposes of this exclusion a "consolidated insurance program" is a program providing insurance coverage to all parties for exposures involved with a particular (typically major) construction project. SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended to read SUPPLEMENTARY PAYMENTS; and Items 1.b. and 1.d are amended as follows: b. Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. SECTION II - BROAD FORM NAMED INSURED 1. Section II — Who Is An Insured is amended to include as an insured any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. 2. For the purpose of the coverage provided by this provision only, the following is added to Condition 4.b. Excess Insurance, under Section IV - Commercial General Liability Conditions: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured solely by reason of ownership by you of more than 50 percent of the voting stock. 3. This provision does not apply to a policy written to apply specifically in excess of this policy. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 Item 4.a. is deleted and replaced by the following: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. The following are added: 5. Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction or Service Agreement With You a. Any person or organization for whom you are performing operations when you have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to your liability which may be imputed to that person or organization directly arising out of "your work' at the location designated and described in the written contract or written agreement performed for that person or organization for your ongoing operations and liability included in the "products -completed operations hazard". A person's or organization's status as an insured for your ongoing operations under this endorsement ends when your operations for that insured are completed. b. When coverage provided under this endorsement applies to "bodily injury" or "property damage" arising out of the "products -completed operations hazard": (1). Such coverage will not apply subsequent to the first to occur of the following: (i) The expiration of the period of time required by the written contract or written agreement; (it) Five years from the completion of "your work" on the project that is the subject of the written contract or written agreement. (iii) The expiration of any applicable statute of limitations or statute or repose with respect to claims arising out of "your work" (2). Such coverage will not exceed the limits of liability required by the written contract or written agreement even if the limits of liability stated in the policy exceed those limits. This endorsement shall not increase the limits stated in Section III — LIMITS OF INSURANCE. c. With respect to the insurance afforded these additional insureds, the following additional exclusion applies: This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. 6. Additional Insured - Vendors Any person or organization (referred to below as vendor), but only with respect to "bodily injury" or "property damage" arising out of "your products", which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions : CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 9 of 17 PDF created with pdfFactory Pro trial version www.odffactorv.com CG 72 08 09 13 a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (5) (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. b. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part of container, entering into, accompanying or containing such products. 7. Additional Insured - Lessor of Leased Equipment - Automatic Status When Required in Lease Agreement With You a. Any person or organization from whom you lease equipment when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an insured, but only with respect to your liability arising out of the maintenance, operation or use of such leased equipment which may be imputed to that person or organization as the lessor of equipment. A person's or organization's status as an insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. With respect to the insurance afforded these additional insureds, the following additional exclusion apply: (1) To any "occurrence" which takes place; (2) To "bodily injury" or "property damage" arising out of the sole negligence of such person or organization. 8. Additional Insured - Managers or Lessors of Premises Any person or organization, but only with respect to the liability arising out of the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to any: a. Any "occurrence" which takes place after you cease to be a tenant in that premises. b. Structural alterations, new construction or demolition operations perfomed by or on behalf of any person or organization. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 9. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured Coverage is provided only when the insured is contractually required to add the engineer, architect or surveyor. Coverage is provided with respect to your liability for "bodily injury" or "property damage" or "personal and advertising injury" directly arising out of: a. Your acts or omissions; or b. Your acts or omissions of those acting on your behalf; In the performance of your ongoing operations for that additional insured(s). 10. Additional Insured — State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations Any state or governmental agency or subdivision or political subdivision when you have agreed in writing in a contract or agreement that such entities be added as an additional insured on your policy subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. b. This insurance does not apply to: (1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury" or "property damage" included within the "projects -completed operations hazard". 11. Additional Insured Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only: Owners, Lessees or Contractors a. Any persons or organizations for whom you are performing operations, for which you have elected to seek coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to your liability which may be imputed to that person or organization directly arising out of your ongoing operations performed for that person or organization at a premises other than any project or location that is designated as covered under a Consolidated Insurance Program. A person's or organization's status as an insured under this endorsement ends when your operations for that insured are completed. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies. This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports,surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 11 of 17 PDF created with pdfFactory Pro trial version www.pdffactorv.com CG 72 08 09 13 12. Additional Insured - Employee Injury to Another Employee With respect to your "employees" who occupy positions which are supervisory in nature: Paragraph 2.a.(1) of this section is amended to read: (1) "Bodily injury" or "personal and advertising injury" a. To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); b. For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph (1)(a) above; or c. Arising out of his or her providing or failing to provide professional health care services. Paragraph 3.a. is deleted. For the purpose of this Item 12 only, a position is deemed to be supervisory in nature if that person performs principal work which is substantially different from that of his or her subordinates and has authority to hire, direct, discipline or discharge. 13. Applicability of Additional Insured Coverage A. Commercial General Liability Conditions (Section IV), Paragraph 4. (Other Insurance) is deleted and replaced by the following: 4. Other Insurance If valid and collectible "other insurance" is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary and non-contributory for those parties listed below: (1) Owners, Lessess or Contractors when required in written construction agreement with you. (2) Manager or Lessors of Premises when required in written lease agreement with you. (3) Engineers, Architects or Surveyors not engaged by the named insured when required in written construction agreement with you. (4) State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations For all other insureds this insurance is primary except when b. below applies. If this insurance is primary, our obligations are not affected unless any of the "other insurance" is also primary. Then, we will share with all that "other insurance" by the method described in c. below. b. Excess Insurance This insurance is excess over any of the "other insurance", whether primary, excess, contingent or on any other basis: (1) That is Fire, Extended Coverage, Builder's Risk, Installation Risk, or similar coverage for "your work"; (2) That is Fire insurance for premises rented to you or temporarily occupied by you with permission of the owner; CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 17 PDF created with pdfFactory Pro trial version www.pdffactorv.com CG 72 08 09 13 (3) That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; or (4) If the loss arises out of the maintenance or use of aircraft, "autos", or watercraft to the extent not subject to Exclusion g. of Section I - Coverage A - Bodily Injury and Property Damage Liability; or (5) That is available to the insured when the insured is an additional insured under any other policy, including any umbrella or excess policy. (6) That is provided to any person or organization who qualifies as an additional insured herein, except when you and that person or organization have agreed in writing that this insurance shall be primary. When this insurance is excess, we will have no duty under Coverages A or B to defend the insured against any "suit" if any provider of "other insurance" has a duty to defend the insured against that "suit". If no provider of "other insurance" defends, we will undertake to do so, but we will be entitled to the insured's rights against all those providers of "other insurance". When this insurance is excess over "other insurance", we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1) The total amount that all such "other insurance" would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self -insured amounts under that "other insurance". We will share the remaining loss, if any, with any "other insurance" that is not described in this Excess Insurance provision. c. Method of Sharing If all of the "other insurance" permits contribution by equal shares, we will follow this method also. Under this approach each provider of insurance contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the "other insurance" does not permit contribution by equal shares, we will contribute by limits. Under this method, the share of each provider of insurance is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all providers of insurance. B. As a condition of coverage under this endorsement, each additional insured must: a. Give us prompt written notice of any "occurrence" which may result in a claim and prompt written notice of "suit". b. Immediately forward all legal papers to us, cooperate in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with policy conditions. c. Tender the defense and indemnity of any claim or "suit" to any other insurer which also insures against a loss we cover under this endorsement. This includes, but is not limited to, any insurer which has issued a policy of insurance in which the additional insured qualifies as an insured. For the purpose of this requirement, the term "insures against' refers to any self-insurance and to any insurer which issued a policy of insurance that may provide coverage for the loss, regardless of whether the additional insured has actually requested that the insurer provide the additional insured with a defense and/or indemnity under that policy of insurance. d. Agree to make available any other insurance that the additional insured has for a loss we cover under this endorsement. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 13 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com (5) CG 72 08 09 13 C. For the purposes of this insurance coverage provided by this Item 13 only, the following definition is added to DEFINITIONS (Section V): "Other Insurance": a. Means insurance, or the funding of losses, that is provided by, through or on behalf of: (1) Another insurance company; (2) Us or any of our affiliated insurance companies, except when the Non -cumulation of Each Occurrence Limit section of Paragraph 5 LIMITS OF INSURANCE (Section III) or the Non- cumulation of Personal and Advertising Injury limits sections of Paragraph 4 of LIMITS OF INSURANCE (Section III) applies; (3) (4) Any self-insurance method or program, other than any funded by you and over which the Coverage Part applies; or Any similar risk transfer or risk management method. Any risk retention group; b. Does not include umbrella insurance, or excess insurance, that you bought specifically to apply in excess of the Limits of Insurance shown on the Declarations of this Coverage Part. SECTION 111 - LIMITS OF INSURANCE Items 2, 3, and 6 are deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", c. Damages under Coverage B; and d. Damages under Coverage W. 3. The Products -Completed Operations Aggregate Limit is the most we will pay under Coverage because of "bodily injury" and "property damage" included in the "products -completed operations haz 6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under damages because of "property damage" to any one premises, while rented to you, or in the case of explosion, lightning, smoke resulting from each fire, explosion, or lightning or sprinkler leakage while temporarily occupied by you with permission of the owner. A for damages and". Coverage A for damage by fire, rented to you or The following are added: 8. Subject to 5. above, $25,000 is the most we will pay for Under Coverage W for Water Damage Legal Liability. 9. Aggregate Limits of Insurance (Per Location) The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 10. Aggregate Limits of Insurance (Per Project) The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 17 PDF created with pdfFactory Pro trial version www.pdffactorv.com CG 72 08 09 13 11. Subject to 5. above, a $5,000 "occurrence" limit and a $10,000 "aggregate" limit is the most we will pay under Coverage A for damages because of "property damage" covered under Voluntary Property Damage Coverage. 12. Subject to 5. above, a $25,000 "occurrence" limit and a $100,000 "aggregate" limit is the most we will pay under Care, Custody and Control Coverage regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". Deductible - Our obligation to pay damages on your behalf applies only to the amount of damages in excess of $500. This deductible applies to all damages because of "property damage" as the result of any one "occurrence" regardless of the number of persons or organizations who sustain damages because of that "occurrence". We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. As respects this coverage "Aggregate" is the maximum amount we will pay for all covered "occurrences" during one policy period. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS Condition 2., Items a. and b. are deleted and replaced by the following: 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. Knowledge of an "occurrence" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. To the extent possible, notice should include: (1) How, when and where the "occurrence" took place; (2) The names and addresses of any injured persons and witnesses, and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. You must see to it that we recieve written notice of the claim or "suit" as soon as practicable. Knowledge of a claim or "suit" by your agent, servant or employee shall not in itself constiture knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 15 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 Condition 2.c.(5) is added: (5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual cost, excluding profit or overhead. Conditions 10., 11. and 12. are added: 10. Blanket Waiver Of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf, done under a contract with that person or organization, "your work", or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the "personal injury" or "advertising injury" offense is committed. 11. If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. 12. Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. The following conditions are added in regard to Coverage R - Product Recall Expense In event of a "product recall", you must 1. See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice should include how, when and where the "product recall" took place and estimated "product recall expense". 2. Take all reasonable steps to minimize "product recall expense". This will not increase the limits of insurance. 3. If requested, permit us to question you under oath at such times as may be reasonably required about any matter relating to this insurance or your claim, including your books and records. Your answers must be signed. 4. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of loss containing the information we request to investigate the claim. You must do this within 60 days after our request. 5. Cooperate with us in the investigation or settlement of any claim. 6. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable to you because of loss to which this insurance applies. The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured contract": 1. Railroad Protective Liability coverage provided by ISO form CG 0035 with minimum limits of $2,000,000 per occurrence and a $6,000,000 general aggregate limit must be in place for the entire duration of any project. 2. Any amendment to the Other Insurance condition of form CG 0035 alters the primacy of the coverage or which impairs our right to contribution will void any coverage afforded by the redefined "insured contract" language. 3. For the purposes of the Other Insurance condition of form CG 0035 you, the named insured, will be deemed to be the designated contractor. SECTION V - DEFINITIONS The following is added to Item 12 Mobile Equipment e. Vehicles with equipment for snow removal, road maintenance and street cleaning less than 1,000 lbs GVW. CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 16 of 17 PDF created with pdfFactory Pro trial version www.Ddffactorv.com CG 72 08 09 13 The following definitions are added for this endorsement only: 3. Bodily Injury Redefined Under V-Definitions, definition 3. is deleted and replaced with the following: 3. "bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. 9. "Insured Contract" Redefined Under V-Definitions, 9.c. is deleted and replaced with the following: c. Any easement of license agreement; AND f(1). is deleted 23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tape drives, cells, data processing devices or any other media which are used with electronically controlled equipment. 24. "Product recall" means a withdrawal or removal from the market of "your product" based on the determination by you or any regulatory or governmental agency that: (1) The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property damage'; and (2) Such determination requires you to recover possession or control of "your product" from any distributor, purchaser or user, to repair or replace "your product", but only if "your product" is unfit for use or consumption, or is hazardous as a result of: (a) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or transportation of "your product'; or (b) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product" by someone other than you. 25. "Product recall expense" means reasonable and necessary expenses for: (1) Telephone, radio and television communication and printed advertisements, including stationery, envelopes and postage. (2) Transporting recalled products from any purchaser, distributor or user, to locations designated by you. (3) Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or independent contractors you hire. (4) Transportation and accommodation expense incurred by your employees. (5) Rental expense incurred for temporary locations used to store recalled products. (6) Expense incurred to properly dispose of recalled products, including packaging that cannot be reused. (7) Transportation expenses incurred to replace recalled products. (8) Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed your original cost of manufacturing, processing, acquisition and/or distribution. These expenses must be incurred as a result of a "product recall". CG 72 08 09 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 17 of 17 PDF created with pdfFactory Pro trial version www.pdffactorv.com WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This Endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: CERTIFICATE HOLDER AS REQUIRED BY CONTRACT This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. Endorsement Effective: 4/26/14 Policy No. SRZF22036-14 End. No. 06 Insured: ADVANCED PAVING CO. Carrier Code: 21075 Insurance Company: Service Lloyds Ins. Co. �, Countersigned by 4,4it- oe / 0►.�(,L WC 42 06 01 Effective July 1, 1984 22036 ZF 6 PDF created with pdfFactory Pro trial version www.Ddffactorv.com WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization: (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: PARKING LOT/SIDEWALK PAVING CONTRACTOR 3. Premium The premium charge for this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advanced Premium Endorsement Effective: 4/26/14 Policy No. SRZF22036-14 Insured: ADVANCED PAVING CO. Insurance Company: Service Lloyds Ins. Co. Countersigned by 22036 ZFO7 End. No. 07 vie teitt-- WC 42 03 04 A PDF created with pdfFactory Pro trial version www.pdffactorv.com STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 13.01 Notice of Defects 48 13.02 Access to Work 48 13.03 Tests and Inspections 48 13.04 Uncovering Work 49 13.05 City May Stop the Work 49 13.06 Correction or Removal of Defective Work 50 13.07 Correction Period 50 13.08 Acceptance of Defective Work 51 13.09 City May Correct Defective Work 51 Article 14 - Payments to Contractor and Completion 52 14.01 Schedule of Values 52 14.02 Progress Payments 52 14.03 Contractor's Warranty of Title 54 14.04 Partial Utilization 55 14.05 Final Inspection 55 14.06 Final Acceptance 55 14.07 Final Payment 56 14.08 Final Completion Delayed and Partial Retainage Release 56 14.09 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - I General Conditions Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERAVIINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 2 of 63 13. 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. 14. 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. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. 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. 19. 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. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. 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). 22. 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. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 3 of 63 25. 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. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. 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. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. 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. 36. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 4 of 63 38. 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. 39. General Requirements Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. 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. 43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. 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. 47. 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. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00-1 General Conditions Page 5 of 63 51. 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. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. 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. 55. 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. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. 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. 58. 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. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. 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. 61 Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 6 of 63 63. 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. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00- 1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: I. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3, Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Lcrws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 -1 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that • required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is peliriitted, 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 Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-I General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item;. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.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 indemni& and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE 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 and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation, A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 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 l5th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to . arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. 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 indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Depai tiuent of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 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.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: August 17, 2012 007200-1 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 indemnifii and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or Loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-I General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in 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 Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 -1 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative 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 Representative'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 Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-I General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.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.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price 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%); 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.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 claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00-1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 -1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CON TRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor 's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-I General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed 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 by City 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 complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. 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 of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of . the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - I General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 73 00 - I SUPPLEMENTARY CONDITIONS Page 1 of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications and Specifications shall govern over standard details. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 March 26, 2014. 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION "None" 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 3, 2012 STREET REHABILITATION (2014-4) 02282 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 Utilities or obstructions to be removed, adjusted, and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 5 as of March 26, 2014: 6 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT "None" 7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A., "Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under 13 Buzzsaw, see Soil Lab / Test Results. 14 15 The following are drawings of physical conditions in or relating to existing surface and subsurface 16 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 17 "None" 18 19 SC-4.06A., "Hazardous Environmental Conditions at Site" 20 21 The following are reports and drawings of existing hazardous environmental conditions known to the City: 22 "None" 23 24 SC-5.03A., "Certificates of Insurance" 25 26 The entities listed below are "additional insureds as their interest may appear" including their respective 27 officers, directors, agents and employees. 28 29 (1) City 30 (2) Consultant: "None" 31 (3) Other: "None" 32 33 SC-5.04A., "Contractor's Insurance" 34 35 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 36 coverages for not less than the following amounts or greater where required by laws and regulations: 37 38 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 39 40 Statutory limits 41 Employer's' liability 42 $100,000 each accident/occurrence 43 $100, 000 Disease - each employee 44 $500,000 Disease - policy limit 45 46 SC-5.04B., "Contractor's Insurance" 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 3, 2012 STREET REHABILITATION (2014-4) 02282 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 3 minimum limits of: 4 5 $1, 000,000 each occurrence 6 $2, 000, 000 aggregate limit 7 8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C., "Contractor's Insurance" 15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 19 defined as autos owned, hired and non -owned. 20 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person / 25 $500, 000 Bodily Injury per accident / 26 $100, 000 Property Damage 27 28 SC-5.04D., "Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 31 material deliveries to cross railroad properties and tracks: "None". 32 33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 34 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 35 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 36 Entry Agreement" with the particular railroad company or companies involved, and to this end the 37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 38 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 39 to the Contractor's use of private and/or construction access roads crossing said railroad company's 40 properties. 41 42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 45 occupy, or touch railroad property: 46 47 (1) General Aggregate: $ N/A 48 49 (2) Each Occurrence: $ N/A 50 51 Required for this Contract X Not required for this Contract 52 53 With respect to the above outlined insurance requirements, the following shall govern: 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 3, 2012 STREET REHABILITATION (2014-4) 02282 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at -grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company, separate coverage may be required, each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way, all such other work may be covered in a single policy for that railroad, even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named, as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04., "Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07., "Wage Rates" 35 36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 37 Appendixes: SC-6.07, Heavy & Highway Construction Prevailing Wage Rates 2008 38 <Buzzsaw location, Resources/02 Construction Documents/Construction Speeiication Book/05 General 39 and Special Condtions/059 Wage Rate M&C_7 8 08.pdf' 40 41 SC-6.09., "Permits and Utilities" 42 43 SC-6.09A., "Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 Fort Worth City Street Use Permit 46 47 SC-6.09B. "City obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the City: 49 "None". 50 51 SC-6.09C. "Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 26, 54 2014: "None" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 3, 2012 STREET REHABILITATION (2014-4) 02282 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 2 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION "None" 3 4 SC-7.02., "Coordination" 5 6 The individuals or entities listed below have contracts with the City for the performance of other work at 7 the Site: Vendor Scope of Work Coordination Authority "None" "None" "None" 8 9 10 SC-8.01, "Communications to Contractor" 11 12 Section 01 58 13: Temporary Project Signage 13 14 During construction, two project signs shall be provided for each street under construction 15 16 All removed material/debris must be hauled off to a suitable dumpsite within the same day 17 18 Contractor shall saw -cut curb & gutter and/or pavement prior to removal 19 20 Contractor shall backfill behind the curb, driveways, sidewalks, ADA ramps and etc. within five days 21 from the date of completion 22 23 SC-9.01., "City's Project Representative" 24 25 The following firm is a consultant to the City responsible for construction management of this Project: 26 "None" 27 28 SC-13.03C., "Tests and Inspections" 29 30 "None" 31 32 SC-16.01C.1, "Methods and Procedures" 33 "None" 34 35 36 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 3, 2012 STREET REHABILITATION (2014-4) 02282 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to" 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 a. A reasonable amount of tools, materials, and equipment for construction 2 purposes may be stored in such space, but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be left free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 8 manner as not to interfere with the operation of the railroad. 9 1) All Work shall be in accordance with railroad requirements set forth in 10 Division 0 as well as the railroad permit. 11 D. Work within Easements 12 1. Do not enter upon private property for any purpose without having previously 13 obtained permission from the owner of such property. 14 2. Do not store equipment or material on private property unless and until the 15 specified approval of the property owner has been secured in writing by the 16 Contractor and a copy furnished to the City. 17 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 18 obstructions which must be removed to make possible proper prosecution of the 19 Work as a part of the project construction operations. 20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 21 lawns, fences, culverts, curbing, and all other types of structures or improvements, 22 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 23 appurtenances thereof, including the construction of temporary fences and to all 24 other public or private property adjacent to the Work. 25 5. Notify the proper representatives of the owners or occupants of the public or private 26 lands of interest in lands which might be affected by the Work. 27 a. Such notice shall be made at least 48 hours in advance of the beginning of the 28 Work. 29 b. Notices shall be applicable to both public and private utility companies and any 30 corporation, company, individual, or other, either as owners or occupants, 31 whose land or interest in land might be affected by the Work. 32 c. Be responsible for all damage or injury to property of any character resulting 33 from any act, omission, neglect, or misconduct in the manner or method or 34 execution of the Work, or at any time due to defective work, material, or 35 equipment. 36 6. Fence 37 a. Restore all fences encountered and removed during construction of the Project 38 to the original or a better than original condition. 39 b. Erect temporary fencing in place of the fencing removed whenever the Work is 40 not in progress and when the site is vacated overnight, and/or at all times to 41 provide site security. 42 c. The cost for all fence work associated with easements, including removal, 43 temporary closures and replacement, shall be subsidiary to the various items bid 44 in the project proposal, unless a bid item is specifically provided in the 45 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 11 00 - 3 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 STREET REHABILITATION (2014-4) 02282 01 31 19 - 1 PRECONSTRUCTION MEETING 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 HMAC SURFACE OVERLAY (2014-4) 02282 1 2 e. Other City representatives f. Others as appropriate 01 31 19 -2 PRECONSTRUCTION MEETING Page 2 of 3 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 P. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 HMAC SURFACE OVERLAY (2014-4) 02282 01 31 19 -3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 HMAC SURFACE OVERLAY (2014-4) 02282 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative - Concise narrative of the schedule including schedule 4 changes, expected delays, key schedule issues, critical path items, etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost -loaded baseline Schedule using approved software and the 11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints 15 related to the schedule. 16 c. Designate an authorized representative (Project Scheduler) responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders, resulting in a change of contract time, in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 C. Responsibility for Schedule Compliance 27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 28 Report that delays to the critical path have resulted and the Contract completion 29 date will not be met, or when so directed by the City, make some or all of the 30 following actions at no additional cost to the City 31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 32 outlining: 33 1) A written statement of the steps intended to take to remove or arrest the 34 delay to the critical path in the approved schedule 35 2) Increase construction manpower in such quantities and crafts as will 36 substantially eliminate the backlog of work and return current Schedule to 37 meet projected baseline completion dates 38 3) Increase the number of working hours per shift, shifts per day, working 39 days per week, the amount of construction equipment, or any combination 40 of the foregoing, sufficiently to substantially eliminate the backlog of work 41 4) Reschedule activities to achieve maximum practical concurrency of 42 accomplishment of activities, and comply with the revised schedule CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower (trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions, the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors, the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases, the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera (P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the Last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 013233-1 PRECONSTRUCTION VIDEO Page I of 2 1 SECTION 01 32 33 2 PRECONSTRUCTION VIDEO 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE STREET REHABILITATION (2014-4) 02282 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document] 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. {Coordination with North Central Texas Council of Governments Clean 20 Construction Specification jremove if not requiredJ} 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Coordination within Railroad permit areas 30 a. Measurement 31 1) Measurement for this Item will be by lump sum. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 will be paid for at the lump sum price bid for Railroad Coordination. 35 c. The price bid shall include: 36 1) Mobilization 37 2) Inspection 38 3) Safety training 39 4) Additional Insurance 40 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2of8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage -type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company (example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as "AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 33 with the National Weather Service, will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However, the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than 1 hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 01 31 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis, prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project (i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction, prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers (USACE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required, meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required, meet all requirements set forth in each designated 30 railroad permit. This includes, but is not limited to, provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 b. If wet saw cutting is performed, capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 N. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 5 Construction Specification [if required for the project— verify with City] 6 1. Comply with equipment, operational, reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification.} 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 END OF SECTION 19 20 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 101111Ci Of CONSTIOCTIQI 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 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 FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 01 35 13 - 8 SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: FORT WORTH DOE HO. XXXX Project Name: Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 ,CONTRACTOR STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 1 1 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE STREET REHABILITATION (2014-4) 02282 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE STREET REHABILITATION (2014-4) 02282 015000-1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. 8 1) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off -site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. Temporary Fencing 44 1. Provide and maintain for the duration or construction when required in contract 45 documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 project. 4 a. Contractor remains on -call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 8 to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS [NOT USED] 18 PART 3 - EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE STREET REHABILITATION (2014-4) 02282 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 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 limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 a. To obtain Street Use Permit, submit Traffic Control Plans to City 2 Transportation and Public Works Department. 3 1) Allow a minimum of 5 working days for permit review. 4 2) Contractor's responsibility to coordinate review of Traffic Control plans for 5 Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: 8 a. Submit revised traffic control plans to City Depai lment Transportation and 9 Public Works Department. 10 1) Revise Traffic Control plans in accordance with Section 34 71 13. 11 2) Allow minimum 5 working days for review of revised Traffic Control. 12 3) It is the Contractor's responsibility to coordinate review of Traffic Control 13 plans for Street Use Permit, such that construction is not delayed. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then contact 16 City Transportation and Public Works Department, Signs and Markings Division to 17 remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 21 Devices (MUTCD). 22 2. Install temporary sign before the removal of permanent sign. 23 3. When construction is complete, to the extent that the permanent sign can be 24 reinstalled, contact the City Transportation and Public Works Department, Signs 25 and Markings Division, to reinstall the permanent sign. 26 F. Traffic Control Standards 27 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised My I, 2011 STREET REHABILITATION (2014-4) 02282 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 'Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 015813-1 TEMPORARY PROJECT SIGNAGE 1 2 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE Page 1 of3 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 58 13 -2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 1. Provide free standing Project Designation Sign in accordance with City's Standard 2 Details for project signs. 3 B. Materials 4 1. Sign 5 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. Provide vertical installation at extents of project. 15 2. Relocate sign as needed, upon request of the City. 16 B. Mounting options 17 a. Skids 18 b. Posts 19 c. Barricade 20 3.5 REPAIR / RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE 29 A. General 30 1. Maintenance will include painting and repairs as needed or directed by the City. 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE 2 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 STREET REHABILITATION (2014-4) 02282 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 3 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 2. Mobilization and Demobilization 7 a. Mobilization: 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from one location to another location on the Site. 17 b. Demobilization: 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 3. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization: 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization: 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 HMAC SURFACE OVERLAY (2014-4) 02282 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 HMAC SURFACE OVERLAY (2014-4) 02282 017000-3 MOBILIZATION AND REMOB IL IZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or Lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.1.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 36 Revision Log DATE NAME [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 SUMMARY OF CHANGE HMAC SURFACE OVERLAY (2014-4) 02282 01 71 23 - I CONSTRUCTION STAKING Page 1 of 3 1 SECTION 01 71 23 2 CONSTRUCTION STAKING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for construction staking. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 71 23 -2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD loR] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 71 23 -3 CONSTRUCTION STAKING 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 STREET REHABILITATION (2014-4) 02282 017423-1 CLEANING Page 1 of 4 1 SECTION 01 74 23 2 CLEANING 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [old SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 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. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 D. Notice of Project Completion 2 1. Once the City Project Representative finds the Work subsequent to Final Inspection 3 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 4 E. Supporting Documentation 5 1. Coordinate with the City Project Representative to complete the following 6 additional forms: 7 a. Final Payment Request 8 b. Statement of Contract Time 9 c. Affidavit of Payment and Release of Liens 10 d. Consent of Surety to Final Payment 11 e. Pipe Report (if required) 12 f. Contractor's Evaluation of City 13 g. Performance Evaluation of Contractor 14 F. Letter of Final Acceptance 15 1. Upon review and acceptance of Notice of Project Completion and Supporting 16 Documentation, in accordance with General Conditions, City will issue Letter of 17 Final Acceptance and release the Final Payment Request for payment. 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 5 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1 None. 14 15 16 17 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 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 017839-2 PROJECT RECORD DOCUMENTS Page 2of5 1 2. Accuracy of records shall be such that future searches for items shown in the 2 Contract Documents may rely reasonably on information obtained from the 3 approved Project Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1 Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS - JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City, until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes, use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings, by dimension accurate to within 1 41 inch, the centerline of each run of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 5 1 1) Final physical arrangement is determined by the Contractor, subject to the 2 City's approval. 3 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 4 ceiling plenum", "exposed", and the like). 5 3) Make all identification sufficiently descriptive that it may be related 6 reliably to the Specifications. 7 c. The City may waive the requirements for conversion of schematic layouts 8 where, in the City's judgment, conversion serves no useful purpose. However, 9 do not rely upon waivers being issued except as specifically issued in writing 10 by the City. 11 B. Final Project Record Documents 12 1. Transfer of data to Drawings 13 a. Carefully transfer change data shown on the job set of Record Drawings to the 14 corresponding final documents, coordinating the changes as required. 15 b. Clearly indicate at each affected detail and other Drawing a full description of 16 changes made during construction, and the actual location of items. 17 c. Call attention to each entry by drawing a "cloud" around the area or areas 18 affected. 19 d. Make changes neatly, consistently and with the proper media to assure 20 longevity and clear reproduction. 21 2. Transfer of data to other Documents 22 a. If the Documents, other than Drawings, have been kept clean during progress of 23 the Work, and if entries thereon have been orderly to the approval of the City, 24 the job set of those Documents, other than Drawings, will be accepted as final 25 Record Documents. 26 b. If any such Document is not so approved by the City, secure a new copy of that 27 Document from the City at the City's usual charge for reproduction and 28 handling, and carefully transfer the change data to the new copy to the approval 29 of the City. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] 40 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 017839-5 PROJECT RECORD DOCUMENTS I DATE NAME Page 5 of 5 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE STREET REHABILITATION (2014-4) 02282 02 41 15 - 1 PAVING REMOVAL Page 1 of 6 1 SECTION 02 41 15 2 PAVING REMOVAL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing concrete paving, asphalt paving and brick paving. 7 2. Removing concrete curb and gutter. 8 3. Removing concrete valley gutter. 9 4. Milling roadway paving. 10 5. Pulverization of existing pavement. 11 6. Disposal of removed materials. 12 B. Deviations from City of Fort Worth Standards 13 1. None 14 C. Related Specification Sections include but are not necessarily limited to 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 16 Contract. 17 2. Division 1 - General Requirements 18 3. Section 32 11 33 - Cement Treated Base Course 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Remove Concrete Paving: measure by the square yard from back-to-back of 23 curbs. 24 b. Remove Asphalt Paving: measure by the square yard between the lips of 25 gutters. 26 c. Remove Brick Paving: measure by the square yard. 27 d. Remove Concrete Curb and Gutter: measure by the linear foot. 28 e. Remove Concrete Valley Gutter: measure by the square yard 29 f. Wedge Milling: measure by the square yard for varying thickness. 30 g. Surface Milling: measure by the square yard for varying thickness. 31 h. Butt Milling: measured by the linear foot. 32 i. Pavement Pulverization: measure by the square yard. 33 j. Remove Speed Cushion: measure by each. 34 2. Payment 35 a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling, 36 disposal, tools, equipment, labor and incidentals needed to execute work. 37 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, 38 disposal, tools, equipment, labor and incidentals needed to execute work. 39 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, 40 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to 41 execute work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 02 41 15 -2 PAVING REMOVAL Page 2 of 6 1 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, 2 hauling, disposal, tools, equipment, labor and incidentals needed to execute 3 work. 4 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 5 hauling, disposal, tools, equipment, labor and incidentals needed to execute 6 work. 7 f. Wedge Milling: full compensation for all milling, hauling milled material to 8 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 9 to execute the work. 10 g. Surface Milling: full compensation for all milling, hauling milled material to 11 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 12 to execute the work. 13 h. Butt Milling: full compensation for all milling, hauling milled material to 14 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 15 to execute the work. 16 i. Pavement Pulverization: full compensation for all labor, material, equipment, 17 tools and incidentals necessary to pulverize, remove and store the pulverized 18 material, undercut the base, mixing, compaction, haul off, sweep, and dispose 19 of the undercut material. 20 j. Remove speed cushion: full compensation for removal, hauling, disposal, 21 tools, equipment, labor, and incidentals needed to execute the work. 22 k. No payment for saw cutting of pavement or curbs and gutters will be made 23 under this section. Include cost of such work in unit prices for items listed in 24 bid form requiring saw cutting. 25 1. No payment will be made for work outside maximum payment limits indicated 26 on plans, or for pavements or structures removed for CONTRACTOR's 27 convenience. 28 1.3 REFERENCES 29 A. ASTM International (ASTM): 30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 0241 15 -3 PAVING REMOVAL Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT [NOT USED] 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 EXAMINATION [NOT USED] 17 3.2 INSTALLERS [NOT USED] 18 3.3 PREPARATION 19 A. General: 20 1. Mark paving removal limits for City approval prior to beginning removal. 21 2. Identify known utilities below grade - Stake and flag locations. 22 3.4 PAVEMENT REMOVAL 23 A. General. 24 1. Exercise caution to minimize damage to underground utilities. 25 2. Minimize amount of earth removed. 26 3. Remove paving to neatly sawed joints. 27 4. Use care to prevent fracturing adjacent, existing pavement. 28 B. Sawing 29 1. Sawing Equipment. 30 a. Power -driven. 31 b. Manufactured for the purpose of sawing pavement. 32 c. In good operating condition. 33 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and 35 perpendicular to existing joint. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 02 41 15 - 4 PAVING REMOVAL Page 4 of 6 1 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 2 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 3 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that 4 joint, edge or lip. 5 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 6 neat, straight line for the purpose of removing the damaged area. 7 C. Remove Concrete Paving and Concrete Valley Gutter 8 1. Sawcut: See 3.4.B. 9 2. Remove concrete to the nearest expansion joint or vertical saw cut. 10 D. Remove Concrete Curb and Gutter 11 1. Sawcut: See 3.4.B. 12 2. Minimum limits of removal: 30 inches in length. 13 E. Remove Asphalt Paving 14 1. Sawcut: See 3.4.B. 15 2. Remove pavement without disturbing the base material. 16 3. When shown on the plans or as directed, stockpile materials designated as 17 salvageable at designated sites. 18 4. Prepare stockpile area by removing vegetation and trash and by providing for 19 proper drainage. 20 F. Milling 21 1. General: 22 a. Mill surfaces to the depth shown in the plans or as directed. 23 b. Do not damage or disfigure adjacent work or existing surface improvements. 24 c. If milling exposes smooth underlying pavement surfaces, mill the smooth 25 surface to make rough. 26 d. Provide safe temporary transition where vehicles or pedestrians must pass over 27 the milled edges. 28 e. Remove excess material and clean milled surfaces, 29 f. Stockpiling of planed material will not be permitted within the right of way 30 unless approved by the City. 31 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the 32 existing brick base. See 3.3.G. for brick paving removal. 33 2. Milling Equipment 34 a. Power operated milling machine capable of removing, in one pass or two 35 passes, the necessary pavement thickness in a five-foot minimum width. 36 b. Self-propelled with sufficient power, traction and stability to maintain accurate 37 depth of cut and slope. 38 c. Equipped with an integral loading and reclaiming means to immediately 39 remove material cut from the surface of the roadway and discharge the cuttings 40 into a truck, all in one operation. 41 d. Equipped with means to control dust created by the cutting action. 42 e. Equipped with a manual system providing for uniformly varying the depth of 43 cut while the machine is in motion making it possible to cut flush to all inlets, 44 manholes, or other obstructions within the paved area. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 0241 15-5 PAVING REMOVAL Page 5 of 6 1 f. Variable Speed in order to leave the specified grid pattern. 2 g. Equipped to minimize air pollution. 3 3. Wedge Milling and Surface Milling 4 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter 5 at a depth of 2 inches and transitioning to match the existing pavement (0-inch 6 cut) at a minimum width of 5 feet. 7 b. Surface Mill existing asphalt pavement to the depth specified, 8 c. Provide a milled surface that provides a uniform surface free from gouges, 9 ridges, oil film, and other imperfections of workmanship with a uniform 10 textured appearance. 11 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the 12 wedge milling includes the removal of the existing asphalt covering the gutter 13 up to and along the face of curb. 14 e. Perform wedge or surface milling operation in a continuous manner along both 15 sides of the street or as directed. 16 4. Butt Joint Milling 17 a. Mill butt joints into the existing surface, in association with the wedge milling 18 operation. 19 b. Butt joint will provide a full width transition section and a constant depth at the 20 point where the new overlay is terminated. 21 c. Typical locations for butt joints are at all beginning and ending points of streets 22 where paving material is removed. Prior to the milling of the butt joints, 23 consult with the City for proper location and limits of these joints. 24 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 25 valley gutters, bridge decks and culverts and all other items which transverse 26 the street and end the continuity of the asphalt surface. 27 e. Make each butt joint 20 feet long and milled out across the full width of the 28 street section to a tapered depth of 2 inch. 29 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 30 line adjacent to the beginning and ending points or intermediate transverse 31 items. 32 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 33 over the bump. 34 G. Remove Brick Paving 35 1. Remove masonry paving units to the limits specified in the plans or as directed by 36 the City. 37 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile 38 yard at 3300 Yuma Street or as directed. 39 H. Pavement Pulverization 40 1. Pulverization 41 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 42 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the 43 base 2 inches. 44 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 45 2. Cement Application 46 a. Use 1.5% Portland cement. 47 b. See Section 32 11 33. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 02 41 15 -6 PAVING REMOVAL Page 6 of 6 1 3. Mixing: see Section 32 11 33. 2 4. Compaction: see Section 32 11 33. 3 5. Finishing: see Section 32 11 33. 4 6. Curing: see Section 32 11 33. 5 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 6 stone/gravel: 7 a. Undercut not required 8 b. Pulverize 10 inches deep. 9 c. Remove 2-inch the total pulverized amount. 10 I. Remove speed cushion 11 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 12 pavement. 13 3.5 REPAIR [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 312316-1 UNCLASSIFIED EXCAVATION 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 31 23 16 UNCLASSIFIED EXCAVATION Page 1 of 4 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation evolving 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 31 24 00 — Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the cubic yard in its final position using 24 the average end area method. Limits of measurement is shown on the Drawings 25 b. When measured by the cubic yard in its final position, this is a plans quantity 26 measurement Item. The quantity to be paid is the quantity shown in the 27 proposal, unless modified by Article 11.04 of the General Conditions. 28 Additional measurements or calculations will be made if adjustments of 29 quantities are required. 30 2. Payment 31 a. The work performed and materials furnished in accordance with this Item and 32 measured as provided under "Measurement" will be paid for at the unit price 33 bid per cubic yard of "Unclassified Excavation". No additional compensation 34 will be allowed for rock or shrinkage or swell factors as these are the 35 Contractor's responsibility. 36 3. The price bid shall include: 37 a. Excavation 38 b. Excavation Safety 39 c. Drying 40 d. Dust Control 41 e. Reworking or replacing the over excavated material in rock cuts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 31 23 16-2 UNCLASSIFIED EXCAVATION Page 2 of 4 1 f. Hauling 2 g. Disposal of excess material not used elsewhere onsite 3 h. Scarification 4 i. Clean-up 5 1.3 REFERENCES [NOT USED] 6 A. Definitions 7 1. Unclassified Excavation — Without regard to materials, all excavations shall be 8 considered unclassified and shall include all materials excavated. Any reference to 9 Rock or other materials on the Drawings or in the specifications is solely for the 10 City and the Contractor's information and is not to be taken as a classification of 11 the excavation. 12 1.4 ADMINSTRATIVE REQUIREMENTS 13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 14 01 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE 20 A. Excavation Safety 21 1. The Contractor shall be solely responsible for making all excavations in a safe 22 manner. 23 2. All excavation and related sheeting and bracing shall comply with the requirements 24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Storage 27 1. Within Existing Rights -of -Way (ROW) 28 a. Soil may be stored within existing ROW, easements or temporary construction 29 easements, unless specifically disallowed in the Contract Documents. 30 b. Do not block drainage ways, inlets or driveways. 31 c. Provide erosion control in accordance with Section 31 25 00. 32 d. When the Work is performed in active traffic areas, store materials only in 33 areas barricaded as provided in the traffic control plans. 34 e. In non -paved areas, do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. If the Contract Documents do not allow the storage of spoils within the ROW, 38 easement or temporary construction easement, then secure and maintain an 39 adequate storage location. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 31 23 16 -3 UNCLASSIFIED EXCAVATION Page 3 of 4 1 b. Provide an affidavit that rights have been secured to store the materials on 2 private property. 3 c. Provide erosion control in accordance with Section 31 25 00. 4 d. Do not block drainage ways. 5 1.11 FIELD CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS [NOT USED] 14 2.1 OWNER -FURNISHED [NOT USED] 15 2.2 PRODUCT TYPES AND MATERIALS 16 A. Materials 17 1. Unacceptable Fill Material 18 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 19 D2487 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 CONSTRUCTION 25 A. Accept ownership of unsuitable or excess material and dispose of material off -site 26 accordance with local, state, and federal regulations at locations. 27 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 28 during construction with eh exception of water that is applied for dust control. 29 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 30 properly dispose according to disposal plan. 31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 32 proposed or existing structures. 33 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 34 City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 2 3 31 23 16-4 UNCLASSIFIED EXCAVATION Page 4 of 4 F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. G. Rock Cuts 4 1. Excavate to finish grades. 5 2. In the event of over excavation due to contractor error below the lines and grades 6 established in the Drawings, use approved embankment material compacted in 7 accordance with Section 31 24 00 to replace the over excavated at no additional 8 cost to City. 9 H. Earth Cuts 10 1. Excavate to finish subgrade 11 2. In the event of over excavation due to contractor error below the lines and grades 12 established in the Drawings, use approved embankment material compacted in 13 accordance with Section 31 24 00 to replace the over excavated at no additional 14 cost to City. 15 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 16 3.5 REPAIR [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Subgrade Tolerances 20 1. Excavate to within 0.1 foot in all directions. 21 2. In areas of over excavation, Contractor provides fill material approved by the City 22 at no expense to the City. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 2 321133-1 CEMENT TREATED BASE COURSES Page 1 of 7 SECTION 32 11 33 CEMENT TREATED BASE COURSES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of 7 cement, mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement, base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the plans. 11 B. Deviations from City of Fort Worth Standards 12 1. None 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 - General Requirements 16 3. Section 32 11 26 - Flexible Base Courses 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Measurement 20 a. Cement: measure by the ton (dry weight). 21 b. Cement Treatment 22 1) Measure by the square yard of surface area. 23 2) The dimensions for determining the surface area is established by the 24 widths shown on the plans and the lengths measured at placement. 25 2. Payment 26 a. Cement: paid for at the unit price bid and full compensation for: 27 1) furnishing the material 28 2) all freight involved 29 3) all unloading, storing, and handling 30 b. Cement Treatment: based on the work performed and placed and includes full 31 compensation for: 32 1) pulverizing or providing the soil material; 33 2) handling, hauling and spreading dry or slurry cement; 34 3) mixing the cement with the soil either in -place or in a mixing plant; 35 4) furnishing, hauling and mixing water with the soil -cement mixture; 36 5) spreading and shaping the mixture; compacting the mixture, including all 37 rolling required for compaction; 38 6) surface finishing; 39 7) water and sprinkling; 40 8) curing; 41 9) and for all manipulation, labor, equipment, appliances, tools and incidentals 42 necessary to complete the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321133-2 CEMENT TREATED BASE COURSES Page 2 of 7 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. C150, Standard Specification for Portland Cement 8 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of 9 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 10 3. Texas Department of Transportation (TxDOT) 11 a. Tex-101-E, Preparing soil and flexible base materials for testing 12 b. Tex-140-E, Measuring thickness of paving layers 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 ACTION SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Truck Delivered Cement 21 1. Each truck ticket shall bear the weight of cement measured on certified scales. 22 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 23 delivery of cement to the site. 24 1.11 FIELD [SITE] CONDITIONS 25 A. Start cement application only when the air temperature is at least 35 degrees F and 26 rising or is at least 40 degrees F. 27 B. Measure temperature in the shade away from artificial heat. 28 C. Suspend application when the City determines that weather conditions are unsuitable. 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 32 2.2 MATERIALS 33 A. General 34 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 35 the plans and specifications. 36 2. Notify the City of the proposed material sources and of changes to material sources. 37 3. Obtain verification from the City that the specification requirements are met before 38 using the sources. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321133-3 CEMENT TREATED BASE COURSES Page 3 of 7 1 4. The City may sample and test project materials at any time before compaction. 2 B. Cement: ASTM C150 Type I, II or IP. 3 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 4 11 26 for the type and grade shown on the plans, before the addition of cement. 5 D. Water: Furnish water free of industrial wastes and other objectionable material. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. Shape existing material in accordance with applicable bid items to conform to typical 13 sections shown on the plans and as directed. 14 3.4 INSTALLATION 15 A. General 16 1. Produce a completed course of treated material containing: 17 a. uniform Portland cement mixture, free from loose or segregated areas. 18 b. uniform density and moisture content. 19 c. well bound for full depth. 20 d. with smooth surface and suitable for placing subsequent courses. 21 2. Maximum layer depth of cement treatment in single layer: 8 inches. 22 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix, 23 compact and finish in equal layers not exceeding 5 inches deep. 24 B. Equipment 25 1. Provide machinery, tools, and equipment necessary for proper execution of the 26 work. 27 2. Rollers: 28 a. The CONTRACTOR may use any type of roller to meet the production rates 29 and quality requirements of the Contract unless otherwise shown on the plans 30 or directed. 31 b. When specific types of equipment are required, use equipment that meets the 32 specified requirements. 33 c. Alternate Equipment. 34 1) Instead of the specified equipment, the CONTRACTOR may, as approved, 35 operate other compaction equipment that produces equivalent results. 36 2) Discontinue the use of the alternate equipment and furnish the specified 37 equipment if the desired results are not achieved. 38 d. City may require CONTRACTOR to substitute equipment if production rate 39 and quality requirements of the Contract are not met. 40 3. Slurry Equipment. 41 a. Use slurry tanks equipped with agitation devices for cement application. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321133-4 CEMENT TREATED BASE COURSES Page 4 of 7 1 b. The City may approve other slurrying methods. 2 c. Provide a pump for agitating the slurry when the distributor truck is not 3 equipped with an agitator. 4 4. Pulverization Equipment. 5 a. Provide pulverization equipment that: 6 1) cuts and pulverizes material uniformly to the proper depth with cutters that 7 plane to a uniform surface over the entire width of the cut, 8 2) provides a visible indication of the depth of cut at all times, and 9 3) uniformly mixes the materials. 10 C. Pulverization 11 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 12 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve 13 exclusive of gravel or stone retained in sieves. 14 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2 15 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or 16 stone retained in sieves. 17 D. Cement Application 18 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 19 specified on the plans 20 2. If a bulk cement spreader is used, position by string lines or other approved method 21 during spreading to insure a uniform distribution of cement. 22 3. Apply to an area that all the operations can be continuous and completed in daylight 23 within 6-hours of initial application. 24 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 25 soil and cement during dry -mixing operations 26 5. Do not exceed the specified optimum moisture content for the soil and cement 27 mixture. 28 6. No equipment, except that used in the spreading and mixing, allowed to pass over 29 the freshly spread cement until it is mixed with the soil. 30 E. Mixing 31 1. Thoroughly mix the material and cement using approved equipment. 32 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free 33 from all clods and lumps. 34 3. Keep mixture within moisture tolerances throughout the operation. 35 4. Spread and shape the completed mixture in a uniform layer. 36 5. After mixing, the City samples the mixture at roadway moisture and test in 37 accordance with Tex 101 E, Part III, to determine compliance with the gradation 38 requirements in Table 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 2 321133-5 CEMENT TREATED BASE COURSES Page 5 of 7 Table 1 Gradation Requirements Minimum % Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 3 F. Compaction 4 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for 5 its full depth. 6 2. Compact material to at least 95-percent of the maximum density as determined by 7 ASTM D698. 8 3. At the start of compaction, the percentage of moisture in the mixture and in un- 9 pulverized soil lumps shall be less than the quantity which shall cause the soil- 10 cement mixture to become unstable during compaction and finishing. 11 4. When the uncompacted soil -cement mixture is wetted by rain so that the average 12 moisture content exceeds the tolerance given at the time of final compaction, the 13 entire section shall be reconstructed in accordance with this specification at the sole 14 expense of the CONTRACTOR. 15 5. The specified optimum moisture content and density shall be determined in the 16 field on the representative samples of soil -cement mixture obtained from the area 17 being processed. 18 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 19 7. Begin compaction after mixing and after gradation and moisture requirements have 20 been met. 21 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 22 uniformly compacted. 23 9. Uniformly compact the mixture to the specified density within 2-hours. 24 10. After the soil and cement mixture is compacted uniformly apply water as needed 25 and thoroughly mix in. 26 11. Reshape the surface to the required lines, grades and cross section and then lightly 27 scarify to loosen any imprint left by the compacting or shaping equipment. 28 G. Maintenance 29 1. Maintain the soil -cement treatment in good condition from the time it first starts 30 work until all work shall is completed. 31 2. Maintenance includes immediate repairs of any defect that may occur after the 32 cement is applied. 33 3. Maintenance work shall be done by the CONTRACTOR at the CONTRACTOR'S 34 expense and repeated as often as necessary to keep the area continuously intact. 35 4. Repairs are to be made in such a manner as to insure restoration of a uniform 36 surface for the full depth of treatment. 37 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 38 least 2 inches, filling the area with treated material and compacting. 39 6. Remedy any low area of subbase or base shall by replacing the material for the full 40 depth of subbase or base treatment rather than adding a thin layer of stabilized 41 material to the completed work. 42 H. Finishing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 321133-6 CEMENT TREATED BASE COURSES Page 6 of 7 1 1. After completing compaction of the final course, clip, skin, or tight -blade the 2 surface of the cement -treated material with a maintainer or subgrade trimmer to a 3 depth of approximately 1/4 inch. 4 2. Remove loosened material and dispose of at an approved location. 5 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 6 increments of moisture as needed and until a smooth surface is attained. 7 4. Add small amounts of water as needed during rolling. Shape and maintain the 8 course and surface in conformity with the typical sections, lines, and grades shown 9 on the plans or as directed. 10 5. Surface compaction and finishing shall proceed in such a manner as to produce, in 11 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose 12 material, conforming to the drawn grade and line shown on the plans. 13 6. After the final layer or course of the cement modified soil has been compacted, it 14 shall be brought to the required lines and grades in accordance with the typical 15 sections. 16 7. The completed section shall then be finished by rolling with a pneumatic tire or 17 other suitable roller sufficiently to create micro cracking. 18 I. Curing 19 1. General 20 a. Cure for at least 72 hours. 21 b. Maintain the moisture content during curing at no lower than 2 percentage 22 points below optimum. 23 2. Curing method depends on finished pavement type: 24 a. Concrete pavement: 25 1) Sprinkle with water 26 2) Maintain moisture during curing 27 3) Do not allow equipment on the finished course during curing except as 28 required for sprinkling, unless otherwise approved. 29 b. Asphalt Pavement: 30 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 31 2) Do not allow equipment on the finished course during curing 32 3. Continue curing until paving operations begin. 33 3.5 [REPAIR]/ [RESTORATION] [NOT USED] 34 3.6 RE -INSTALLATION [NOT USED] 35 3.7 FIELD QUALITY CONTROL 36 A. Density Test 37 1. City Project Representative must be on site during density testing 38 2. City to measure density of cement treated base course in accordance with ASTM 39 D6938. 40 3. Spacing directed by City (1 per block minimum). 41 4. City Project Representative determines density testing locations. 42 B. Depth Test CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 321133-7 CEMENT TREATED BASE COURSES Page 7 of 7 1 1. Take minimum of one core per 500 linear feet per each direction of travel 2 staggering test location in each lane to determine in -place depth. 3 2. City Project Representative determines depth testing locations. 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 SECTION 32 12 16 2 ASPHALT PAVING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 321216-1 ASPHALT PAVING Page 1 of 23 A. Construct a pavement layer composed of a compacted, dense -graded mixture of aggregate and asphalt binder for surface or base courses. 7 B. Standard Detail 8 1. H.M.A.C. Pavement Construction Details 9 C. Deviations from City of Fort Worth Standards 10 1. None 11 D. Related Specification Sections include but are not necessarily limited to 12 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 3. Section 32 01 17 - Permanent Asphalt Paving Repair 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. Asphalt Pavement: measure by the square yard of completed and accepted 19 asphalt pavement in its final position for various thicknesses and types. 20 b. H.M.A.C. Transition: measure by the ton of composite hot mix. 21 c. Asphalt Base Course: measure by the square yard of completed and accepted in 22 its final position for various thicknesses. 23 d. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted 24 in its final position. 25 e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its final 26 position. 27 2. Payment: Based on the work performed and all materials furnished and subsidiary 28 work and materials include: 29 a. shaping and fine grading the roadbed 30 b. furnishing, loading and unloading, storing, hauling and handling all materials 31 including all freight and royalty 32 c. traffic control for all testing 33 d. asphalt, aggregate, and additive 34 e. materials and work needed for corrective action, 35 f. equipment, labor, tools 36 g. trial batches, 37 h. tack coat, 38 i. removal and/or sweeping excess material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 -2 ASPHALT PAVING Page 2 of 23 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. RAP (reclaimed asphalt pavement) 4 2. SAC (surface aggregate classification) 5 3. BRSQC (Bituminous Rated Source Quality Catalog) 6 4. AQMP (Aggregate Quality Monitoring Program) 7 5. H.M.A.C. (Hot Mix Asphalt Concrete) 8 6. WMA (Warm Mix Asphalt) 9 B. Reference Standards 10 1. Reference standards cited in this specification refer to the current reference standard 11 published at the time of the latest revision date logged at the end of this 12 specification, unless a date is specifically cited. 13 2. National Institute of Standards and Technology (NIST) 14 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical 15 Requirements for Weighing and Measuring Devices 16 3. ASTM International (ASTM): 17 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 18 Materials by Ductilometer 19 4. American Association of State Highway and Transportation Officials 20 a. MP2 Standard Specification for Superpave Volumetric Mix Design 21 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 22 (HMA) 23 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) 24 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 25 Viscometer 26 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 27 Using Rotational Viscometer 28 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 29 Binder Using the Bending Beam Rheometer (BBR) 30 5. Texas Department of Transportation 31 a. Bituminous Rated Source Quality Catalog (BRSQC) 32 b. TEX 100-E, Surveying and Sampling Soils for Highways 33 c. Tex 106-E, Calculating the Plasticity Index of Soils 34 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 35 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 36 f. Tex 203-F, Sand Equivalent Test 37 g. Tex-204-F, Design of Bituminous Mixtures 38 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures 39 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 40 Aggregates 41 j. Tex-226-F, Indirect Tensile Strength Test 42 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures 43 1. Tex-243-F, Tack Coat Adhesion 44 m. Tex-244-F, Thermal profile of Hot Mix Asphalt 45 n. Tex 280-F, Determination of Flat and Elongated Particles CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 -3 ASPHALT PAVING Page 3 of 23 1 0. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates 2 (Decantation Test for Concrete Aggregates) 3 P. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 4 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 5 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 6 s. Tex 460-A, Determining Crushed Face Particle Count 7 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion 8 u. Sulfate 9 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures 10 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified 11 Asphalt Systems 12 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders 13 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales 14 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters 15 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17 1.5 ACTION SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1. 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD CONDITIONS 25 A. Weather Conditions 26 1. Place mixture when the roadway surface temperature is equal to or higher than the 27 temperatures listed in Table 1. 28 Table 1 29 Minimum Pavement Surface Temperatures Originally Specified High Temperature Binder Grade PG64 or lower 45 PG 70 551 PG 76 or higher 601 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Minimum Pavement Surface Temperatures in Degrees Fahrenheit Subsurface Layers or Surface Layers Placed in Night Paving Operations Daylight Operations 50 601 601 STREET REHABILITATION (20] 4-4) 02282 32 12 16 -4 ASPHALT PAVING Page 4 of 23 1 1. Contractors may pave at temperatures 10°F lower than the values shown in Table 1 2 when utilizing a paving process including WMA or equipment that eliminates thermal 3 segregation. In such cases, the contractor must use either a hand held thermal camera 4 or a hand held infrared thermometer operated in accordance with Tex-244-F to 5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 6 10° F of thermal segregation. 7 8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions 9 and moisture conditions of the roadway surface are suitable in the opinion of the 10 City. 11 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS 14 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 15 2.2 MATERIALS 16 A. General: 17 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 18 the plans and specifications. 19 2. Notify the City of all material sources. 20 3. Notify the City before changing any material source or formulation. 21 4. When the CONTRACTOR makes a source or formulation change, the City will 22 verify that the requirements of this specification are met and may require a new 23 laboratory mixture design, trial batch, or both. 24 5. The City may sample and test project materials at any time during the project to 25 verify compliance. 26 6. The depth of the compacted lift should be at least two times the nominal maximum 27 aggregate size. 28 B. Aggregate. 29 1. General: 30 a. Furnish aggregates from sources that conform to the requirements shown in 31 Table 1, and as specified in this Section, unless otherwise shown on the plans. 32 b. Provide aggregate stockpiles that meet the definition in this Section for either 33 coarse aggregate or fine aggregate. 34 c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP 35 stockpiles in accordance with this Section. 36 d. Aggregate from RAP is not required to meet Table 2 requirements unless 37 otherwise shown on the plans. 38 e. Supply mechanically crushed gravel or stone aggregates that meet the 39 definitions in Tex 100 E. 40 f. Samples must be from materials produced for the project. 41 g. The City will establish the surface aggregate classification (SAC) and perform 42 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 - 5 ASPHALT PAVING Page 5 of 23 1 h. Perform all other aggregate quality tests listed in Table 2. 2 i. Document all test results on the mixture design report. 3 j. The City may perform tests on independent or split samples to verify 4 CONTRACTOR test results. 5 k. Stockpile aggregates for each source and type separately and designate for the 6 City. 7 1. Determine aggregate gradations for mixture design and production testing 8 based on the washed sieve analysis given in Tex 200 F, Part II. 9 Table 2 Aggregate Quality Requirements Property I Test Method I Requirement Coarse Aggregate SAC I AQMP As shown on plans Deleterious material, percent, max I Tex-217-F, Part I 1.5 Decantation, percent, max I Tex-217-F, Part II 1.5 Micro-Deval abrasion, percent, max I Tex-461-A Note 1 Los Angeles abrasion, percent, max ( Tex-410-A 1 40 Magnesium sulfate soundness, 5 cycles, percent, maxi Tex-411-A 1 302 Coarse aggregate angularity, 2 crushed faces, Tex 460-A, Part I 853 percent, min Flat and elongated particles @ 5:1, percent, max I Tex-280-F 10 Fine Aggregate Linear shrinkage, percent, max I Tex-107-E 1 3 Combined Aggregate Sand equivalent, percent, min I Tex-203-F 1 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the plans. 3. Unless otherwise shown on the plans. Only applies to crushed gravel. 10 m. Coarse Aggregate. 11 1) Coarse aggregate stockpiles must have no more than 20 percent material 12 passing the No. 8 sieve. 13 2) Maximum aggregate size should not be over half of the proposed lift depth 14 to prevent particle on particle contact issues. 15 3) Provide aggregates from sources listed in the BRSQC. 16 4) Provide aggregate from nonlisted sources only when tested by the City 17 and/or approved before use. 18 5) Allow 30 calendar days for the City to sample, test, and report results for 19 nonlisted sources. 20 6) Class B aggregate meeting all other requirements in Table 2 may be 21 blended with a Class A aggregate in order to meet requirements for Class A 22 materials. 23 7) When blending Class A and B aggregates to meet a Class A requirement, 24 ensure that at least 50 percent by weight of the material retained on the 25 No. 4 sieve comes from the Class A aggregate source. 26 8) Blend by volume if the bulk specific gravities of the Class A and B 27 aggregates differ by more than 0.300. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 -6 ASPHALT PAVING Page 6 of 23 1 9) When blending, do not use Class C or D aggregates. 2 10) For blending purposes, coarse aggregate from RAP will be considered as 3 Class B aggregate. 4 11) Provide coarse aggregate with at least the minimum SAC shown on the 5 plans. 6 12) SAC requirements apply only to aggregates used on the surface of travel 7 lanes, unless otherwise shown on the plans. 8 n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 9 1) No RAP permitted for TYPE D H.M.A.C. 10 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise 11 shown on the plans. 12 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 13 sieve. 14 4) RAP from either CONTRACTOR or City, including RAP generated during 15 the project, and is permitted only when shown on the plans. 16 5) City -owned RAP, if allowed for use, will be available at the location 17 shown on the plans. 18 6) When RAP is used, determine asphalt content and gradation for mixture 19 design purposes. 20 7) Perform other tests on RAP when shown on the plans. 21 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 22 Type A or B mixtures unless otherwise shown on the plans. 23 9) Do not use RAP contaminated with dirt or other objectionable materials. 24 10) Do not use the RAP if the decantation value exceeds 5 percent and the 25 plasticity index is greater than 8. 26 11) Test the stockpiled RAP for decantation in accordance with the laboratory 27 method given in Tex-406-A, Part I. 28 12) Determine the plasticity index using Tex-106-E if the decantation value 29 exceeds 5percent. 30 13) The decantation and plasticity index requirements do not apply to RAP 31 samples with asphalt removed by extraction. 32 14) Do not intermingle CONTRACTOR -owned RAP stockpiles with City- 33 owned RAP stockpiles. 34 15) Remove unused CONTRACTOR -owned RAP material from the project 35 site upon completion of the project. 36 16) Return unused City -owned RAP to the designated stockpile location. 37 o. Fine Aggregate. 38 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 40 3) Supply fine aggregates that are free from organic impurities. 41 4) The City may test the fine aggregate in accordance with Tex-408-A to 42 verify the material is free from organic impurities. 43 5) At most 15 percent of the total aggregate may be field sand or other 44 uncrushed fine aggregate. 45 6) With the exception of field sand, use fine aggregate from coarse aggregate 46 sources that meet the requirements shown in Table 2, unless otherwise 47 approved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 -7 ASPHALT PAVING Page 7 of 23 1 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 2 stockpile and verify that it meets the requirements in Table 1 for coarse 3 aggregate angularity (Tex-460-A) and flat and elongated particles 4 (Tex-280-F). Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 1 70-100 #200 1 0-30 5 6 2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as 7 agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is 8 allowed unless otherwise shown on the plans. Do not use more than 2 percent 9 hydrated lime or cement, unless otherwise shown on the plans. The plans may 10 require or disallow specific mineral fillers. When used, provide mineral filler that: 11 a. is sufficiently dry, free -flowing, and free from clumps and foreign matter; 12 b. does not exceed 3 percent linear shrinkage when tested in accordance with 13 Tex-107-E; and meets the gradation requirements in Table 4. 14 15 Table 4 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 16 17 3. Baghouse Fines. Fines collected by the baghouse or other dust -collecting equipment 18 may be reintroduced into the mixing drum. 19 4. Asphalt Binder. Furnish the type and grade of performance -graded (PG) asphalt 20 binder specified as follows: 21 a. Performance -Graded Binders. PG binders must be smooth and homogeneous, 22 show no separation when tested in accordance with Tex-540-C, and meet 23 Table 5 requirements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 PG 58 Property and Test Method -22 I -28 I -34 Average 7-day max pavement design temperature, °CI < 58 >- >- >- >- Min pavement design temperature, °C1 22 28 34 16 321216-8 ASPHALT PAVING Page 8 of 23 Table 5 Performance -Graded Binders Performance Grade PG 64 PG 70 PG 76 PG 82 -16 I -22 I -28 I -34 -16 -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 < 64 >- >- 22 28 >- >- 34 16 < 70 >- >- 22 28 ORIGINAL BINDER Flash point, T 48, Min, °C 230 Viscosity, T 316:2, 3 Max, 3.0 Paxs, test temperature, °C 135 Dynamic shear, T 315:4 G*/sin(d), Min, 1.00 kPa Test temperature @ 10 rad/sec., °C Elastic recovery, D 6084, 50°F, percent Min 58 >- >- 34 16 < 76 >- >- 22 28 < 82 >- >- >- >- 34 16 22 28 64 70 76 82 30 — — 30 50 — 30 50 ROLLING THIN-FILM OVEN (Tex-541-C) Mass loss, Tex-541-C, Max, percent 1 Dynamic shear, T 315: G*/sin(d), Min, 2.20 kPa 58 Test temperature @ 10 rad/sec., °C CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 60 30 50 60 70 50 60 64 70 76 82 STREET REHABILITATION (2014-4) 02282 70 Property and Test Method PAV aging temperature, °C Dynamic shear, T 315: G*/sin(d), Max, 5000 lcPa Test temperature @ 10 rad/sec., °C -22 25 22 321216-9 ASPHALT PAVING Page 9 of 23 Table 5 (continued) Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 PRESSURE AGING VESSEL (PAV) RESIDUE (R 28) 100 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22 Creep stiffness, T 313:5' 6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 S, max, 300 MPa, m-value, min, 0.300 Test temperature A 60 sec., °C Direct tension, T 314:6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 Failure strain, min, 1.0 percent Test temperature @ 1.0 mm/min., °C 1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28. 2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise. 4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness requirement. The in -value requirement must be satisfied in both cases. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 321216-10 ASPHALT PAVING Page 10 of 23 1 2 b. Separation testing is not required if: 3 1) a modifier is introduced separately at the mix plant either by injection in the 4 asphalt line or mixer, 5 2) the binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in -line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat: 9 a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a 10 PG binder with a minimum high -temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives. 13 a. General: 14 1) When shown on the plans, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent. 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt -stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling, or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) properly labeled and unopened containers, as shipped from the 25 manufacturer, or 26 b) sealed tank trucks with an invoice to show contents and quantities. 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions. 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in -line -metering device. 38 c. Liquid Asphalt Additive Meters. 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements: 46 1) Unless otherwise shown on the plans, use the typical weight design 47 example given in Tex-204-F, Part I, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Sieve Size 321216-11 ASPHALT PAVING Page 11 of 23 2) Furnish the City with representative samples of all materials used in the mixture design. 3) The City will verify the mixture design. 4) If the design cannot be verified by the City, furnish another mixture design. Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties B C Fine Coarse Base Surface 1-1/2" 111 3/4" 1/2" 3/8" #4 #8 #30 #50 #200 98.0-100.0 84.0-98.0 95.0-100.0 60.0-80.0 70.0-85.0 40.0-60.0 43.0-63.0 29.0-43.0 32.0-44.0 13.0-28.0 14.0-28.0 6.0-20.0 7.0-21.0 2.0-7.0 2.0-7.0 Design VMA', percent Minimum 13.0 14.0 Plant -Produced VMA, percent Minimum 12.0 13.0 Voids in Mineral Aggregates. Table 7 Laboratory Mixture Design Properties Test Method Target laboratory -molded density, percent Tex-207-F Tensile strength (dry), psi (molded to 93 percent ±1 percent density) Boil test3 Tex-530-C 1. Unless otherwise shown on the plans. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. D Fine Surface 98.0-100.0 1 85.0-100.01 50.0-70.0 35.0-46.0 1 15.0-29.0 7.0-20.0 2.0-7.0 15.0 14.0 Property Tex-226-F Requirement 96.0' 85-2002 20 8. Warm Mix Asphalt (WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the CONTRACTOR's option unless otherwise 24 shown on the plans. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 3 32 12 16 - 12 ASPHALT PAVING Page 12 of 23 1 d. When WMA is not required as shown on plans, produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment. 21 1. General: 22 a. Provide required or necessary equipment to produce, haul, place, compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment: 27 a. Provide: 28 1) drum -mix type, weigh -batch, or modified weigh -batch mixing plants that 29 ensure a uniform, continuous production; 30 2) automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions; 32 3) visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions; 34 4) safe and accurate means to take required samples by inspection forces; 35 5) permanent means to check the output of metering devices and to perform 36 calibration and weight checks; 37 6) additive -feed systems to ensure a uniform, continuous material flow in the 38 desired proportion. 39 3. Weighing and Measuring Equipment. 40 a. General. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321216-13 ASPHALT PAVING Page 13 of 23 1 1) Provide weighing and measuring equipment for materials measured or 2 proportioned by weight or volume. 3 2) Provide certified scales, scale installations, and measuring equipment 4 meeting the requirements of NIST Handbook 44, except that the required 5 accuracy must be 0.4 percent of the material being weighed or measured. 6 3) Furnish leak -free weighing containers large enough to hold a complete 7 batch of the material being measured. 8 b. Truck Scales. 9 1) Furnish platform truck scales capable of weighing the entire truck or truck- 10 trailer combination in a single draft. 11 c. Aggregate Batching Scales. 12 1) Equip scales used for weighing aggregate with a quick adjustment at zero 13 that provides for any change in tare. 14 2) Provide a visual means that indicates the required weight for each 15 aggregate. 16 d. Suspended Hopper. 17 1) Provide a means for the addition or the removal of small amounts of 18 material to adjust the quantity to the exact weight per batch. 19 2) Ensure the scale equipment is level. 20 e. Belt Scales. 21 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 22 percent based on the average of 3 test runs, where no individual test run 23 exceeds 2.0 percent when checked in accordance with Tex-920-K. 24 f. Asphalt Material Meter. 25 1) Provide an asphalt material meter with an automatic digital display of the 26 volume or weight of asphalt material. 27 2) Verify the accuracy of the meter in accordance with Tex-921-K. 28 3) When using the asphalt meter for payment purposes, ensure the accuracy of 29 the meter is within 0.4 percent. 30 4) When used to measure component materials only and not for payment, 31 ensure the accuracy of the meter is within 1.0 percent. 32 g. Liquid Asphalt Additive Meters. 33 1) Provide a means to check the accuracy of meter output for asphalt primer, 34 fluxing material, and liquid additives. 35 2) Furnish a meter that reads in increments of 0.1 gallon or less. 36 3) Verify accuracy of the meter in accordance with Tex-923-K. 37 4) Ensure the accuracy of the meter within 5.0 percent. 38 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements 39 below. 40 a. Aggregate Feed System. 41 1) Provide: 42 a) a minimum of 1 cold aggregate bin for each stockpile of individual 43 materials used to produce the mix; 44 b) bins designed to prevent overflow of material; 45 c) scalping screens or other approved methods to remove any oversized 46 material, roots, or other objectionable materials; 47 d) a feed system to ensure a uniform, continuous material flow in the 48 desired proportion to the dryer; 49 e) an integrated means for moisture compensation; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 - 14 ASPHALT PAVING Page 14 of 23 1 f) belt scales, weigh box, or other approved devices to measure the weight 2 of the combined aggregate; and 3 g) cold aggregate bin flow indicators that automatically signal interrupted 4 material flow. 5 b. Reclaimed Asphalt Pavement (RAP) Feed System. 6 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 7 c. Mineral Filler Feed System. 8 1) Provide a closed system for mineral filler that maintains a constant supply 9 with minimal loss of material through the exhaust system. 10 2) Interlock the measuring device into the automatic plant controls to 11 automatically adjust the supply of mineral filler to plant production and 12 provide a consistent percentage to the mixture. 13 d. Heating, Drying, and Mixing Systems. 14 1) Provide: 15 a) a dryer or mixing system to agitate the aggregate during heating; 16 b) a heating system that controls the temperature during production to 17 prevent aggregate and asphalt binder damage; 18 c) a heating system that completely burns fuel and leaves no residue; and 19 d) a recording thermometer that continuously measures and records the 20 mixture discharge temperature. 21 e) Dust collection system to collect excess dust escaping from the drum. 22 e. Asphalt Binder Equipment. 23 1) Supply equipment to heat binder to the required temperature. 24 2) Equip the heating apparatus with a continuously recording thermometer 25 located at the highest temperature point. 26 3) Produce a 24 hour chart of the recorded temperature. 27 4) Place a device with automatic temperature compensation that accurately 28 meters the binder in the line leading to the mixer. 29 5) Furnish a sampling port on the line between the storage tank and mixer. 30 Supply an additional sampling port between any additive blending device 31 and mixer. 32 f. Mixture Storage and Discharge. 33 1) Provide a surge -storage system to minimize interruptions during operations 34 unless otherwise approved. 35 2) Furnish a gob hopper or other device to minimize segregation in the bin. 36 3) Provide an automated system that weighs the mixture upon discharge and 37 produces a ticket showing: 38 a) date, 39 b) project identification number, 40 c) plant identification, 41 d) mix identification, 42 e) vehicle identification, 43 f) total weight of the load, 44 g) tare weight of the vehicle, 45 h) weight of mixture in each load, and 46 i) load number or sequential ticket number for the day. 47 g. Truck Scales. 48 1) Provide standard platform scales at an approved location. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321216-17 ASPHALT PAVING Page 17 of 23 1 2) Discontinue the use of the alternate equipment and furnish the specified 2 equipment if the desired results are not achieved. 3 d. City may require CONTRACTOR to substitute equipment if production rate 4 and quality requirements of the Contract are not met. 5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 6 required or approved. 7 14. Distributor vehicles. 8 a. Furnish vehicle that can achieve a uniform tack coat placement. 9 b. The nozzle patterns, spray bar height and distribution pressure must work 10 together to produce uniform application. 11 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 12 d. Nozzle spray patterns should be identical to one another along the distributor 13 spray bar. 14 e. Spray bar height should remain constant. 15 f. Pressure within the distributor must be capable of forcing the tack coat material 16 out of spray nozzles at a constant rate. 17 15. Coring Equipment. 18 a. When coring is required, provide equipment suitable to obtain a pavement 19 specimen meeting the dimensions for testing. 20 B. Construction. 21 1. Design, produce, store, transport, place, and compact the specified paving mixture 22 in accordance with the requirements of this Section. 23 2. Unless otherwise shown on the plans, provide the mix design. 24 3. The City will perform quality assurance (QA) testing. 25 4. Provide quality control (QC) testing as needed to meet the requirements of this 26 Section. 27 C. Production Operations. 28 1. General. 29 a. The City may suspend production for noncompliance with this Section. 30 b. Take corrective action and obtain approval to proceed after any production 31 suspension for noncompliance. 32 2. Operational Tolerances. 33 a. Stop production if testing indicates tolerances are exceeded on: 34 1) 3.consecutive tests on any individual sieve, 35 2) 4 consecutive tests on any of the sieves, or 36 3) 2 consecutive tests on asphalt content. 37 b. Begin production only when test results or other information indicate, to the 38 satisfaction of the City, that the next mixture produced will be within Table 9 39 tolerances. 40 3. Storage and Heating of Materials. 41 a. Do not heat the asphalt binder above the temperatures specified in Section 42 2.2.A. or outside the manufacturer's recommended values. 43 b. On a daily basis, provide the City with the records of asphalt binder and hot- 44 mix asphalt discharge temperatures in accordance with Table 10. 45 c. Unless otherwise approved, do not store mixtures for a period long enough to 46 affect the quality of the mixture, nor in any case longer than 12 hours. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321216-20 ASPHALT PAVING Page 20 of 23 1 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 2 traffic unless otherwise directed. 3 10. When directed, sprinkle the finished mat with water or limewater to expedite 4 opening the roadway to traffic. 5 11. Air Void Control. 6 a. General. 7 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 8 percent in -place air voids. 9 2) Do not increase the asphalt content of the mixture to reduce pavement air 10 voids. 11 b. Rollers. 12 1) Furnish the type, size, and number of rollers required for compaction, as 13 approved. 14 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on 15 the plans. 16 3) Use additional rollers as required to remove any roller marks. 17 c. Air Void Determination. 18 1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each 19 location selected by the City for in -place air void determination. 20 2) The City will measure air voids in accordance with Tex-207-F and 21 Tex-227-F. 22 3) Before drying to a constant weight, cores may be predried using a Corelok 23 or similar vacuum device to remove excess moisture. 24 4) The City will use the average air void content of the 2 cores to calculate the 25 in -place air voids at the selected location. 26 d. Air Voids Out of Range. 27 1) If the in -place air void content in the compacted mixture is below 5 percent 28 or greater than 9 percent, change the production and placement operations 29 to bring the in -place air void content within requirements. 30 e. Test Section. 31 1) Construct a test section of 1 lane -width and at most 0.2 mi. in length to 32 demonstrate that compaction to between 5 percent and 9 percent in -place 33 air voids can be obtained. 34 2) Continue this procedure until a test section with 5 percent to 9 percent in- 35 place air voids can be produced. 36 3) The City will allow only 2 test sections per day. 37 4) When a test section producing satisfactory in -place air void content is 38 placed, resume full production. 39 12. Ordinary Compaction Control. 40 a. Furnish the type, size, and number of rollers required for compaction, as 41 approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton 42 weight). 43 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling 44 patterns that achieve maximum compaction. 45 c. Follow the selected rolling pattern unless changes that affect compaction occur 46 in the mixture or placement conditions. 47 d. When such changes occur, establish a new rolling pattern. 48 e. Compact the pavement to meet the requirements of the plans and specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16 - 21 ASPHALT PAVING Page 21 of 23 1 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling 2 the joint with the adjacent pavement and then continue by rolling longitudinally 3 at the sides. 4 g. Proceed toward the center of the pavement, overlapping on successive trips by 5 at least 1 ft., unless otherwise directed. 6 h. Make alternate trips of the roller slightly different in length. 7 i. On super elevated curves, begin rolling at the low side and progress toward the 8 high side unless otherwise directed. 9 G. Irregularities. 10 1. Identify and correct irregularities including but not limited to segregation, rutting, 11 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 13 particles. 14 2. The City may also identify irregularities, and in such cases, the City shall promptly 15 notify the CONTRACTOR. 16 3. If the City determines that the irregularity will adversely affect pavement 17 performance, the City may require the CONTRACTOR to remove and replace (at 18 the CONTRACTOR'S expense) areas of the pavement that contain the 19 irregularities and areas where the mixture does not bond to the existing pavement. 20 4. If irregularities are detected, the City may require the CONTRACTOR to 21 immediately suspend operations or may allow the CONTRACTOR to continue 22 operations for no more than 1 day while the CONTRACTOR is taking appropriate 23 corrective action. 24 5. The City may suspend production or placement operations until the problem is 25 corrected. 26 6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove 27 and replace any mixture that does not bond to the existing pavement or that has 28 other surface irregularities identified above. 29 3.5 REPAIR 30 A. See Section 32 01 17. 31 3.6 QUALITY CONTROL 32 A. Production Testing 33 1. Perform production tests to verify asphalt paving meets the performance standard 34 required in the plans and specifications. 35 2. City to measure density of asphalt paving with nuclear gauge. 36 3. City to core asphalt paving from the normal thickness of section once acceptable 37 density achieved. City identifies location of cores. 38 a. Minimum core diameter: 4 inches 39 b. Minimum spacing: 200 feet 40 c. Minimum of one core every block 41 d. Alternate lanes between core 42 4. City to use cores to determine pavement thickness and calculate theoretical density. 43 a. City to perform theoretical density test a minimum of one per day per street. 44 B. Density Test CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321216-22 ASPHALT PAVING Page 22 of 23 1 1. The average measured density of asphalt paving must meet specified density. 2 2. Average of measurements per street not meeting the minimum specified strength 3 shall be subject to the money penalties or removal and replacement at the 4 CONTRACTOR'S expense as show in Table 11. 5 6 7 8 9 Percent Rice 89 and lower 90 91-93 94 95 Over 95 Table 11 Density Payment Schedule Percent of Contract Price Allowed remove and replace at the entire cost and expense of CONTRACTOR as directed by OWNER. 75-percent 100-percent 90-percent 75-percent remove and replace at the entire cost and expense of CONTRACTOR as directed by OWNER. 10 11 3. The amount of penalty shall be deducted from payment due to CONTRACTOR. 12 4. These requirements are in addition to the requirements of Section 1.2 Measurement 13 and Payment. 14 C. Pavement Thickness Test. 15 1. City measure each core thickness by averaging at least three measurements. 16 2. The number of tests and location shall be at the discretion of the City, unless 17 otherwise specified in the special provisions or on the plans. 18 3. In the event a deficiency in the thickness of pavement is revealed during production 19 testing, subsequent tests necessary to isolate the deficiency shall be at the 20 CONTRACTOR'S expense. 21 4. The cost for additional coring test shall be at the same rate charged by commercial 22 laboratories. 23 5. Where the average thickness of pavement in the area found to be deficient, payment 24 shall be made at an adjusted price as specified in Table 12. 25 26 Table 12 27 Thickness Deficiency Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent - Not More than 10 percent 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at the entire cost and Greater Than 15 percent expense of CONTRACTOR as directed by OWNER. 28 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 32 12 16-23 ASPHALT PAVING Page 23 of 23 1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with 3 asphalt paving of the thickness shown on the plans. 4 7. No additional payment over the contract unit price shall be made for any pavement 5 of a thickness exceeding that required by the plans. 6 3.7 FIELD QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 321273-1 ASPHALT PAVING CRACK SEALANTS Page I of 5 1 SECTION 32 12 73 2 ASPHALT PAVING CRACK SEALANTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Sealing transverse and longitudinal cracks no larger than 1-1/2 inches in asphalt 7 paving. 8 B. Standard Detail 9 1. Typical Street Construction Details 10 C. Deviations from City of Fort Worth Standards 11 1. None 12 D. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 14 2. Division 1 - General Requirements 15 3. Section 32 12 16 - Asphalt Paving 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement: measure by the gallon placed. 19 2. Payment: contract unit price bid for the work performed and all materials 20 furnished. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. American Society for Testing and Materials (ASTM): 24 a. D6690-07, Standard Specification for Joint and Crack Sealants, Hot Applied, 25 for Concrete and Asphalt Pavements. 26 b. D5329-09, Standard Test Methods for Sealants and Fillers, Hot -Applied, for 27 Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements. 28 c. D2196-05, Method A, Standard Test Methods for Rheological Properties of 29 Non -Newtonian Materials by Rotational (Brookfield type) Viscometer. 30 d. D217 - 02, Standard Test Methods for Cone Penetration of Lubricating Grease. 31 2. American Association of State Highway and Transportation Officials 32 a. T 48, Flash and Fire Points by Cleveland Open Cup. 33 b. T 49, Standard Method of Test for Penetration of Bituminous Materials. 34 c. T 51, Ductility of Bituminous Materials. 35 d. T 53, Point of Bitumen (Ring -and -Ball Apparatus). 36 e. T 59, Standard Method of Test for Emulsified Asphalt. 37 3. Texas Department of Transportation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) City Profect No. 02282 321273-2 ASPHALT PAVING CRACK SEALANTS Page 2of5 1 a. Item 300: "Asphalt, Oils and Emulsions". 2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant. 3 c. Tex-544-C, Rubber Content for Rubber -Asphalt Crack Sealant. 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 ACTION SUBMITTALS [NOT USED] 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Test and Evaluation Reports 8 1. Prior to installation, CONTRACTOR shall furnish the City certification by an 9 independent testing laboratory that the crack sealant from each lot of sealant to be 10 used, meets the requirements of this Section. 11 2. The manufacturer of the crack sealant shall have a minimum two-year 12 demonstrated, documented successful field performance with asphalt and concrete 13 pavement crack sealant systems. Verifiable documentation shall be submitted to 14 the City. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD CONDITIONS 20 A. Weather Conditions 21 1. Place mixture according to manufacturer specifications. 22 2. Unless otherwise shown on the plans, place mixtures only when weather conditions 23 and moisture conditions of the roadway surface are suitable in the opinion of the 24 City. 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 28 2.2 MATERIALS & EQUIPMENT 29 A. Materials 30 1. Use materials approved by the City. 31 2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D 32 6690-07 and ASTM D 5329-09 and Tables 1 and 2. 33 a. Polymer modified asphalt -emulsion crack sealer must meet the requirements of 34 Table 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) City Profect No. 02282 1 2 3 4 5 6 Table 1 Polymer -Modified Asphalt Emulsion Crack Sealer Test Min Max Procedure D 2196, Method A Sieve test, percent T 59 — 0.1 Storage stability, 1 day, percent T 59 Evaporation Tex-543-C Residue by evaporation, percent by wt. Tests on residue from evaporation: Penetration, 77 degrees F, 100 g, 5 sec. Softening point, degrees F Ductility, 39.2 degrees F, 5 cm/min., cm 32 12 73 - 3 ASPHALT PAVING CRACK SEALANTS Page 3 of 5 Property Rotational viscosity, 77 degrees F, cP 65 T 49 35 75 T 53 T 51 140 100 b. Rubber -asphalt crack sealer must meet the requirements of Table 2. Table 2 Rubber -Asphalt Crack Sealer Property CRM content, Grade A or B, percent by wt. CRM content, Grade B, percent by Test Procedure Tex-544-C Tex-544-C 10,000 25,000 Class A Class B Min 1 Max Min Max 22 26 13 17 2 T48 400 I — 400 T 49 30 50 30 50 T 49 12 — 12 — T 53 1 — I — 170 Bond4 D5329 — Pass . Provide certification that the min. percent virgin rubber was added. 2. Before passing the test flame over the cup, agitate the sealing compound with a 3/8- to 1/2-inch (9.5- to 12.7-mm) wide, square -end metal spatula in a manner so as to bring the material on the bottom of the cup to the surface, i.e., turn the material over. Start at one side of the thermometer, move around to the other, and then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass the test flame over the cup immediately after stirring is completed. 3. Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle. 4. No crack in the crack sealing materials or break in the bond between the sealer and the mortar blocks over wt. Virgin rubber content', percent by wt. Flash Point', COC, degrees F Penetration', 77 degrees F, 150 g, 5 sec. Penetration', 32 degrees F, 200 g, 60 sec. Softening point, °F 1/4 in. deep for any specimen after completion of the test. 7 B. Equipment 8 9 1. Provide all necessary equipment and keep equipment in a satisfactory working condition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) City Profect No. 02282 321273-4 ASPHALT PAVING CRACK SEALANTS Page 4 of 5 1 2. The minimum requirements for construction equipment shall be as follows: 2 a. Double-boiler/agitator-type kettle. Used to heat and install the hot -applied crack 3 sealant. 4 b. Hose. Transfer the sealant from the kettle to the crack by means of a direct- 5 connected pressure -type extruding device (hose) with a nozzle that will insert in 6 the crack. 7 1) The equipment should allow recirculation into the inner kettle when sealing 8 is not performed. 9 c. Thermometers. Thermometers should be positioned on the equipment to ensure 10 application temperatures are being met. 11 d. Handtools. Due to the nature of cracks, handtools are required to insert the 12 sealant material in cracks that are deeper than 3/4 inch. 13 1) These tools should not twist, cut, or damage the sealant material. 14 e. Air compressor. Consists of an air compressor, hoses, and a venturi-type 15 nozzle with an opening not exceed 1/4 inch. 16 1) The air compressor should be equipped with traps that will keep the 17 compressed air free of oil and moisture. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION 24 A. Surface Preparation 25 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with 26 an industrial air compressor. 27 2. The pavement shall be free of moisture. 28 3.4 INSTALLATION 29 A. Exercise caution to prevent additional damage to the pavement surface. 30 B. Crack Sealant 31 1. The crack should be sealed from the bottom to the top to minimize bubbling due to 32 entrapped air. 33 2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement 34 surface to prevent tracking. 35 3. A squeegee may be used to remove excess sealant from the pavement surface when 36 a crack is overfilled. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) City Profect No. 02282 321273-5 ASPHALT PAVING CRACK SEALANTS 1 3.5 [REPAIR]/ [RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 5 of 5 STREET REHABILITATION (2014-4) City Profect No. 02282 1 2 321320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 5 SECTION 32 13 20 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 0 - 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 20 21 22 23 24 25 26 27 28 29 30 31 1. Concrete Sidewalk Measurement 1) Measurement for this Item shall be by the square foot of completed and accepted Concrete Sidewalk in its final position for various: a) Thicknesses b) Types Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot of Concrete Sidewalk. The price bid shall include: 1) Excavating and preparing the subgrade 2) Furnishing and placing all materials 32 2. Concrete Driveway 33 a. Measurement 34 1) Measurement for this Item shall be by the square foot of completed and 35 accepted Concrete Driveway in its final position for various: 36 a) Thicknesses 37 b) Types 38 2) Dimensions will be taken from the back of the projected curb, including the 39 area of the curb radii and will extend to the limits specified in the 40 Drawings. 41 3) Sidewalk portion of drive will be included in driveway measurement. 42 4) Curb on drive will be included in the driveway measurement. a. b. c. CITY OF FORT WORTH STREET REHABILITATION (HMAC 2014-4) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02282 Revised April 30, 2013 321320-2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price bid per square foot of Concrete Driveway. 5 c. The price bid shall include: 6 1) Excavating and preparing the subgrade 7 2) Furnishing and placing all materials 8 3. Barrier Free Ramps 9 a. Measurement 10 1) Measurement for this Item shall be per each Barrier Free Ramp completed 11 and accepted for various: 12 a) Types 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price bid per each "Barrier Free Ramp" installed. 17 c. The price bid shall include: 18 1) Excavating and preparing the subgrade 19 2) Furnishing and placing all materials 20 3) Curb Ramp 21 4) Landing and detectable warning surface as shown on the Drawings 22 5) Adjacent flares or side curb 23 1.3 REFERENCES 24 A. Abbreviations and Acronyms 25 1. TAS — Texas Accessibility Standards 26 2. TDLR — Texas Department of Licensing and Regulation 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Society for Testing and Materials (ASTM) 32 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 33 Construction (Non -extruding and Resilient Types) 34 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 35 Standard Effort (12,400 ft-lbf/ft3) 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Mix Design: submit for approval. Section 32 13 13. 40 B. Product Data: submit product data and sample for pre -cast detectable warning for 41 barrier free ramp. 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 30, 2013 STREET REHABILITATION (HMAC 2014-4) 02282 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD CONDITIONS 4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS 7 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 8 2.2 EQUIPMENT AND MATERIALS 9 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 10 the finished work. 11 B. Concrete: see Section 32 13 13. 12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 13 class for concrete sidewalks, driveways and barrier free ramps is shown in the 14 following table: 15 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 16 C. Reinforcement: see Section 32 13 13. 17 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 18 bars at 18 inches on -center -both -ways at the center plane of all slabs, unless 19 otherwise shown on the Drawings or detailed specifications. 20 D. Joint Filler 21 1. Wood Filler: see Section 32 13 13. 22 2. Pre -Molded Asphalt Board Filler 23 a. Use only in areas where not practical for wood boards. 24 b. Pre -molded asphalt board filler: ASTM D545. 25 c. Install the required size and uniform thickness and as specified in Drawings. 26 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 27 mixture of asphalt and vegetable fiber and/or mineral filler. 28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 30, 2013 STREET REHABILITATION (HMAC 2014-4) 02282. 321320-4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 1 3.3 PREPARATION 2 A. Surface Preparation 3 1. Excavation: Excavation required for the construction of sidewalks, driveways and 4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 5 established by the City. 6 2. Fine Grading 7 a. The Contractor shall do all necessary filling, leveling and fine grading required 8 to bring the subgrade to the exact grades specified and compacted to at least 90 9 percent of maximum density as determined by ASTM D698. 10 b. Moisture content shall be within minus 2 to plus 4 of optimum. 11 c. Any over -excavation shall be repaired to the satisfaction of the City. 12 B. Demolition / Removal 13 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 14 3.4 INSTALLATION 15 A. General 16 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 17 2. Sidewalks constructed in driveway approach sections shall have a minimum 18 thickness equal to that of driveway approach or as called for by Drawings and 19 specifications within the limits of the driveway approach. 20 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 22 The construction of the driveway approach shall include the variable height radius 23 curb in accordance with the Drawings. 24 4. All pedestrian facilities shall comply with provisions of TAS including location, 25 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 26 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 27 separate pay), 28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 29 position during the depositing of concrete. 30 C. Reinforcement: see Section 32 13 13. 31 D. Concrete Placement: see Section 32 13 13. 32 E. Finishing 33 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 34 even surface. 35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 36 3. Provide exposed aggregate finish if specified. 37 4. Edge joints and sides shall with suitable tools. 38 F. Joints 39 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 40 using redwood. 41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 42 foot intervals for 5 foot wide and greater sidewalk. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 30, 2013 STREET REHABILITATION (HMAC 2014-4) 02282 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 1 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 2 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 3 Similar material shall be placed around all obstructions protruding into or through 4 sidewalks or driveways. 5 4. All expansion joints shall be 1/2 inch in thickness. 6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 7 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 9 marking tool. 10 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 11 G. Barrier Free Ramp 12 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile, 13 manufactured by StrongGo Industries or approved equal by the City. 14 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 15 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 16 landing where the pedestrian access route enters the street. 17 3. Locate detectable warning surface so that the edge nearest the curb line is a 18 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 19 curb. 20 4. Detectable warning Dome -Tile surface may be curved along the corner radius. 21 5. Install detectable warning surface according to manufacturer's instructions. 22 3.5 REPAIR/RESTORATION [NOT USED] 23 3.6 RE -INSTALLATION [NOT USED] 24 3.7 FIELD QUALITY CONTROL [NOT USED] 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION Revision Log 33 DATE 12/20/2012 4/30/2013 NAME D. Johnson F. Griffin SUMMARY OF CHANGE 1.2.A,3 — Measurement and Payment for Barrier Free Ramps modified to match updated City Details Corrected Part I, 1.2, A, 3, b, I to read; from ... square foot of Concrete Sidewalk. to ...each "Barrier Free Ramp" installed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 30, 2013 STREET REHABILITATION (HMAC 2014-4) 02282 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 5 SECTION 32 16 13 CONCRETE CURB AND GU FI ERS AND VALLEY GUTTERS 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 7 8 9 10 11 A. Section Includes: 1. Concrete Curbs and Gutters 2. Concrete Valley Gutters B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 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 1. Concrete Curb and Gutter a. b. c. Measurement 1) Measurement for this Item shall be by the linear foot of Concrete Curb and Gutter. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Concrete Curb and Gutter complete and in place by curb height. The price bid shall include: 1) Preparing the subgrade 2) Furnishing and placing all materials, including foundation course, reinforcing steel, and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: 41 a) Various street types CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 32 16 13 -2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 5 1 c. The price bid shall include: 2 1) Preparing the subgrade 3 2) Furnishing and placing all materials, including foundation course, 4 reinforcing steel, and expansion material 5 1.3 REFERENCES [NOT USED] 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 ACTION SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: See Section 32 13 13. 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms: See Section 32 13 13. 20 B. Concrete: See Section 32 13 13. 21 C. Reinforcement: See Section 32 13 13. 22 D. Joint Filler 23 1. Wood Filler: see Section 32 13 13. 24 2. Pre -Molded Asphalt Board Filler 25 a. Use only in areas where not practical for wood boards 26 b. Pre -molded asphalt board filler: ASTM D545 27 c. Install the required size and uniform thickness and as specified in the Drawings. 28 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 29 mixture of asphalt and vegetable fiber and/or mineral filler. 30 E. Expansion Joint Sealant: See Section 32 13 73. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 32 16 13 -3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Demolition / Removal: See Section 02 41 13. 8 3.4 INSTALLATION 9 A. Forms 10 1. Extend forms the full depth of concrete. 11 2. Wood forms: minimum of 1-1/2 inches in thickness 12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 15 rejected. 16 B. Reinforcing Steel 17 1. Place all necessary reinforcement for City approval prior to depositing concrete. 18 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other 19 foreign substances. 20 3. Remove foreign substances from steel before placing. 21 4. Wire all bars at their intersections and at all laps or splices. 22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is 23 greater. 24 C. Concrete Placement 25 1. Deposit concrete to maintain a horizontal surface. 26 2. Work concrete into all spaces and around any reinforcement to form a dense mass 27 free from voids. 28 3. Work coarse aggregate away from contact with the forms 29 4. Hand -Laid Concrete — Curb and gutter 30 a. Shape and compact subgrade to the lines, grades and cross section shown on the 31 Drawings. 32 b. Lightly sprinkle subgrade material immediately before concrete placement. 33 c. Deposit concrete into forms. 34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 35 finished curb, unless otherwise approved. 36 5. Machine -Laid Concrete — Curb and Gutter 37 a. Hand -tamp and sprinkle subgrade material before concrete placement. 38 b. Provide clean surfaces for concrete placement. 39 c. Place the concrete with approved self-propelled equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 32 16 13 -4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 5 1 1) The forming tube of the extrusion machine or the form of the slipform 2 machine must easily be adjustable vertically during the forward motion of 3 the machine to provide variable heights necessary to conform to the 4 established gradeline. 5 d. Attach a pointer or gauge to the machine so that a continual comparison can be 6 made between the extruded or slipform work and the grade guideline. 7 e. Brush finish surfaces immediately after extrusion or slipforming. 8 6. Hand -Laid Concrete — Concrete Valley Gutter: See Section 32 13 13. 9 7. Expansion joints 10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 11 intersection returns and other rigid structures. 12 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 13 pavement joints to a depth of 1-1/2 inches. 14 c. Place expansion joints at all intersections with concrete driveways, curbs, 15 buildings and other curb and gutters. 16 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 17 depth of the concrete. 18 e. Make expansion joints perpendicular and at right angles to the face of the curb. 19 f. Neatly trim any expansion material extending above the finished to the surface 20 of the finished work. 21 g. Make expansion joints in the curb and gutter coincide with the concrete 22 expansion joints. 23 h. Longitudinal dowels across the expansion joints in the curb and gutter are 24 required. 25 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each 26 expansion joint. 27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 28 provides a minimum of 1 inch free expansion. 29 k. Support dowels by an approved method. 30 D. Curing: see Section 32 13 13. 31 3.5 REPAIRJRESTORATION [NOT USED] 32 3.6 RE -INSTALLATION [NOT USED] 33 3.7 FIELD QUALITY CONTROL [NOT USED] 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING [NOT USED] 37 3.11 CLOSEOUT ACTIVITIES [NOT USED] 38 3.12 PROTECTION [NOT USED] 39 3.13 MAINTENANCE [NOT USED] 40 3.14 ATTACHMENTS [NOT USED] 41 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 321613-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified payment item to vary by street type CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 5 of 5 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 321723-I PAVEMENT MARKINGS 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 32 17 23 PAVEMENT MARKINGS Page 1 of 11 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings 8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat -activated thermoplastic tape 11 e. Painted markings 12 2. Raised markers 13 3. Work zone markings 14 4. Removal of pavement markings and markers 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 — General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Pavement Markings 23 a. Measurement 24 1) Measurement for this Item shall be per linear foot of material placed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the 28 unit price bid per linear foot of "Pvmt Marking" installed for: 29 a) Various Widths 30 b) Various Types 31 c) Various Materials 32 d) Various Colors 33 c. The price bid shall include: 34 1) Installation of Pavement Marking 35 2) Glass beads, when required 36 3) Surface preparation 37 4) Clean-up 38 5) Testing (when required) 39 2. Legends 40 a. Measurement 41 1) Measurement for this Item shall be per each Legend installed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-2 PAVEMENT MARKINGS Page 2 of 11 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 shall be paid for at the unit price bid per each "Legend" installed for: 4 a) Various types 5 b) Various applications 6 c. The price bid shall include: 7 1) Installation of Pavement Marking 8 2) Glass beads, when required 9 3) Surface preparation 10 4) Clean-up 11 5) Testing 12 3. Raised Markers 13 a. Measurement 14 1) Measurement for this Item shall be per each Raised Marker installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 shall be paid for at the unit price bid per each "Raised Marker" installed 18 for: 19 a) Various types 20 c. The price bid shall include: 21 1) Installation of Raised Markers 22 2) Surface preparation 23 3) Clean-up 24 4) Testing 25 4. Work Zone Tab Markers 26 a. Measurement 27 1) Measurement for this Item shall be per each Tab Marker installed. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 shall be paid for at the unit price bid per each "Tab Marker" installed for: 31 a) Various types 32 c. The price bid shall include: 33 1) Installation of Tab Work Zone Markers 34 5. Fire Lane Markings 35 a. Measurement 36 1) Measurement for this Item shall be per the linear foot. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" shall be paid for at the 40 unit price bid per linear foot of "Fire Lane Marking" installed. 41 c. The price bid shall include: 42 1) Surface preparation 43 2) Clean-up 44 3) Testing 45 6. Pavement Marking Removal 46 a. Measurement 47 1) Measure for this Item shall be per linear foot. 48 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-3 PAVEMENT MARKINGS Page 3 of II 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per linear foot of "Remove Pvmt Marking" performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each "Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 unit price bid per linear foot of "Remove Legend" performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition 37 a. Part 3, Markings 38 3. American Association of State Highway and Transportation Officials (AASHTO) 39 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 40 4. Federal Highway Administration (FHWA) 41 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 42 5. Texas Department of Transportation (TxDOT) 43 a. DMS-4200, Pavement Markers (Reflectorized) 44 b. DMS-4300, Traffic Buttons 45 c. DMS-8220, Hot Applied Thermoplastic 46 d. DMS-8240, Permanent Prefabricated Pavement Markings 47 e. DMS-8241, Removable Prefabricated Pavement Markings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-4 PAVEMENT MARKINGS Page 4 of 11 1 f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 01 33 00. 5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 6 specials. 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage and Handling Requirements 13 I. The Contractor shall secure and maintain a location to store the material in 14 accordance with Section 01 50 00. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -SUPPLIED PRODUCTS 19 A. New Products 20 1. Refer to Drawings to determine if there are owner -supplied products for the Project. 21 2.2 MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 B. Materials 29 1. Pavement Markings 30 a. Thermoplastic, hot applied, spray 31 1) Refer to Drawings and City Standard Detail Drawings for width of 32 longitudinal lines. 33 2) Product shall be especially compounded for traffic markings. 34 3) When placed on the roadway, the markings shall not be slippery when wet, 35 lift from pavement under normal weather conditions nor exhibit a tacky 36 exposed surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-5 PAVEMENT MARKINGS Page 5 of 11 1 4) Cold ductility of the material shall permit normal road surface expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color, dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 degrees 5 Fahrenheit and below. 6 6) Markings shall have uniform cross-section, clean edges, square ends and no 7 evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids, and free of 13 blisters for a minimum of 60 days after application. 14 10) The material shall not deteriorate by contact with sodium chloride, calcium 15 chloride or other chemicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic. 18 11) The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time, new markings are placed over existing material. 20 a) New material shall bond itself to the old line in such a manner that no 21 splitting or separation takes place. 22 12) The markings placed on the roadway shall be completely retroreflective 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13) Traffic beads 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness, surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard 34 Specification for Glass Beads Used in Pavement Markings, AASHTO 35 Designation: M 247-09. 36 b. Thermoplastic, hot applied, extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway, the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The markings shall retain their original color, dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 degrees 45 Fahrenheit and below. 46 5) Markings shall have uniform cross-section, clean edges, square ends and no 47 evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-6 PAVEMENT MARKINGS Page 6 of 11 1 7) The thickness shall be uniform throughout the length and width of the 2 markings. 3 8) The markings shall be 95 percent free of holes and voids, and free of 4 blisters for a minimum of 60 days after application. 5 9) The minimum thickness of the marking, as measured above the plane 6 formed by the pavement surface, shall not be less than 1/8 inch in the center 7 of the marking and 3/32 inch at a distance of % inch from the edge. 8 10) Maximum thickness shall be 3/16 inch. 9 11) The material shall not deteriorate by contact with sodium chloride, calcium 10 chloride or other chemicals used to prevent roadway ice or because of the 11 oil content of pavement markings or from oil droppings or other effects of 12 traffic. 13 12) The material shall not prohibit adhesion of other thermoplastic markings if, 14 at some future time, new markings are placed over existing material. New 15 material shall bond itself to the old line in such a manner that no splitting or 16 separation takes place. 17 13) The markings placed on the roadway shall be completely retroreflective 18 both internally and externally with traffic beads and shall exhibit uniform 19 retro-directive reflectance. 20 14) Traffic beads 21 a) Manufactured from glass 22 b) Spherical in shape 23 c) Essentially free of sharp angular particles 24 d) Essentially free of particles showing cloudiness, surface scoring or 25 surface scratching 26 e) Water white in color 27 f) Applied at a uniform rate 28 g) Meet or exceed Specifications shown in AASHTO Standard 29 Specification for Glass Beads Used in Pavement Markings, AASHTO 30 Designation: M 247-09. 31 c. Preformed Polymer Tape 32 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 33 3M High Performance Tape Series 3801 ES, or approved equal. 34 d. Preformed Heat -Activated Thermoplastic Tape 35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 36 mil preformed thermoplastic or approved equal. 37 e. Traffic Paint 38 1) Materials shall meet or exceed the TxDOT Specification DMS-8200. 39 2. Raised Markers 40 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 41 Control Devices. 42 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white 43 body) round ceramic markers and shall meet or exceed the TxDOT 44 Specification DMS-4300. 45 c. The reflective markers shall be plastic, meet or exceed the TxDOT 46 Specification DMS-4200 for high -volume retroreflective raised markers and be 47 available in the following types: 48 1) Type I-C, white body, 1 face reflects white 49 2) Type II -A -A, yellow body, 2 faces reflect amber 50 3) Type II-C-R, white body, 1 face reflects white, the other red CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-7 PAVEMENT MARKINGS Page 7 of 11 1 3. Work Zone Markings 2 a. Tabs 3 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 4 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker 5 Tabs." 6 2) Removable markings shall not be used to simulate edge lines. 7 3) No segment of roadway open to traffic shall remain without permanent 8 pavement markings for a period greater than 14 calendar days. 9 b. Raised Markers 10 1) All raised pavement markers shall meet the requirements of DMS-4200. 11 c. Striping 12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 13 8200. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL 16 A. Performance 17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 18 the requirements detailed in the table below for a minimum of 30 calendar days. < 30 2-lane roads with centerline markings only (1) All other roads (2) n/a 50 19 (1) Measured at standard 30-m geometry in units of mcd/m2/lux. 20 (2) Exceptions: 21 A. When raised reflective pavement markings (RRPMs) supplement or substitute for a 22 longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as 23 long as the RRPMs are maintained so that at least 3 are visible from any position along that 24 line during nighttime conditions. 25 B. When continuous roadway lighting assures that the markings are visible, minimum 26 pavement marking retroreflectivity levels are not applicable. 27 PART 3 - EXECUTION 28 3.1 EXAMINATION [NOT USED] 29 3.2 PREPARATION n/a Posted Speed (mph) 35 — 50 > 55 100 250 100 30 A. Pavement Conditions 31 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 32 markings and other forms of contamination. 33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 34 curing membrane. 35 3. Pavement to which material is to be applied shall be completely dry. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-8 PAVEMENT MARKINGS Page 8 of 11 1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 2 minutes, no condensation develops on the underside of a 1 square foot piece of 3 clear plastic that has been placed on the pavement and weighted on the edges. 4 5. Equipment and methods used for surface preparation shall not damage the 5 pavement or present a hazard to motorists or pedestrians. 6 3.3 INSTALLATION 7 A. General 8 1. The materials shall be applied according to the manufacturer's recommendations. 9 2. Markings and markers shall be applied within temperature limits recommended by 10 the material manufacturer, and shall be applied on clean, dry pavement having a 11 surface temperature above 50 degrees Fahrenheit. 12 3. Markings that are not properly applied due to faulty application methods or being 13 placed in the wrong position or alignment shall be removed and replaced by the 14 Contractor at the Contractor's expense. If the mistake is such that it would be 15 confusing or hazardous to motorists, it shall be remedied the same day of 16 notification. Notification will be made by phone and confirmed by fax. Other 17 mistakes shall be remedied within 5 days of written notification. 18 4. When markings are applied on roadways open to traffic, care will be taken to 19 ensure that proper safety precautions are followed, including the use of signs, 20 cones, barricades, flaggers, etc. 21 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 22 6. Temperature of the material must be equal to the temperature of the road surface 23 before allowing traffic to travel on it. 24 B. Pavement Markings 25 1. Thermoplastic, hot applied, spray 26 a. This method shall be used to install and replace long lines — centerlines, lane 27 lines, edge lines, turn lanes, and dots. 28 b. Markings shall be applied at a 110 mil thickness. 29 c. Markings shall be applied at a 90 mil thickness when placed over existing 30 markings. 31 d. Typical setting time shall be between 4 minutes and 10 minutes depending 32 upon the roadway surface temperature and the humidity factor. 33 e. Retroreflective raised markers shall be used to supplement the centerlines, lane 34 lines, and turn lanes. Refer to City Standard Detail Drawings for placement. 35 f. Minimum retroreflectivity of markings shall meet or exceed values shown in 36 subparagraph 2.4.A.1 of this Specification. 37 2. Thermoplastic, hot applied, extruded 38 a. This method shall be used to install and replace crosswalks and stop -lines. 39 b. Markings shall be applied at a 125 mil thickness. 40 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 41 this Specification. 42 3. Preformed Polymer Tape 43 a. This method shall be used to install and replace crosswalks, stop -lines, and 44 legends. 45 b. The applied marking shall adhere to the pavement surface with no slippage or 46 lifting and have square ends, straight lines and clean edges. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-9 PAVEMENT MARKINGS Page 9 of 11 1 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 2 this Specification. 3 4. Preformed Heat -Activated Thermoplastic Tape 4 a. This method shall be used to install and replace crosswalks, stop -lines, and 5 legends. 6 b. The applied marking shall adhere to the pavement surface with no slippage or 7 lifting and have square ends, straight lines and clean edges. 8 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 9 this Specification. 10 5. Traffic Paint 11 a. This method shall be used to install Work Zone Markings, Parking Lot 12 Markings and any other temporary marking application. 13 b. The applied marking shall adhere to the pavement surface with no slippage or 14 lifting and have square ends, straight lines and clean edges. 15 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 16 this Specification. 17 C. Raised Markers 18 1. All permanent raised pavement markers on Portland Cement roadways shall be 19 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 20 2. All permanent raised pavement markers on new asphalt roadways may be installed 21 with epoxy or bituminous adhesive. 22 3. A chalk line, chain or equivalent shall be used during layout to ensure that 23 individual markers are properly aligned. All markers shall be placed uniformly 24 along the line to achieve a smooth continuous appearance. 25 D. Work Zone Markings 26 1. Work shall be performed with as little disruption to traffic as possible. 27 2. Install longitudinal markings on pavement surfaces before opening to traffic. 28 3. Maintain lane alignment traffic control devices and operations until markings are 29 installed. 30 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 31 shown on the Drawings. 32 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 33 of a surface treatment, unless otherwise shown on the Drawings. 34 6. Place markings in proper alignment with the location of the final pavement 35 markings. 36 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 37 transverse lines. 38 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 39 from a distance of at least 160 feet in nighttime conditions, illuminated by low- 40 beam automobile headlight. 41 9. The daytime and nighttime reflected color of the markings must be distinctly white 42 or yellow. 43 10. The markings must exhibit uniform retroreflective characteristics. 44 11. Epoxy adhesives shall not be used to work zone markings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723 -10 PAVEMENT MARKINGS Page 10 of 11 1 3.4 REMOVALS 2 1. Pavement Marking and Marker Removal 3 a. The industry's best practice shall be used to remove existing pavement 4 markings and markers. 5 b. If the roadway is being damaged during the marker removal, Work shall be 6 halted until consultation with the City. 7 c. Removals shall be done in such a matter that color and texture contrast of the 8 pavement surface will be held to a minimum. 9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than 10 1/4 inch in depth resulting from the removal of pavement markings and markers. 11 Driveway patch asphalt emulsion may be broom applied to reseal damage to 12 asphaltic surfaces. 13 e. Dispose of markers in accordance with federal, state, and local regulations. 14 f. Use any of the following methods unless otherwise shown on the Drawings. 15 1) Surface Treatment Method 16 a) Apply surface treatment at rates shown on the Drawings or as directed. 17 Place a surface treatment a minimum of 2 feet wide to cover the 18 existing marking. 19 b) Place a surface treatment, thin overlay, or microsurfacing a minimum 20 of 1 lane in width in areas where directional changes of traffic are 21 involved or in other areas as directed by the City. 22 2) Burn Method 23 a) Use an approved burning method. 24 b) For thermoplastic pavement markings or prefabricated pavement 25 markings, heat may be applied to remove the bulk of the marking 26 material prior to blast cleaning. 27 c) When using heat, avoid spalling pavement surfaces. 28 d) Sweeping or light blast cleaning may be used to remove minor residue. 29 3) Blasting Method 30 a) Use a blasting method such as water blasting, abrasive blasting, water 31 abrasive blasting, shot blasting, slurry blasting, water -injected abrasive 32 blasting, or brush blasting as approved. 33 b) Remove pavement markings on concrete surfaces by a blasting method 34 only. 35 4) Mechanical Method 36 a) Use any mechanical method except grinding. 37 b) Flail milling is acceptable in the removal of markings on asphalt and 38 concrete surfaces. 39 2. If a location is to be paved over, no additional compensation will be allowed for 40 marking or marker removal. 41 3.5 REPAIR / RESTORATION [NOT USED] 42 3.6 RE -INSTALLATION [NOT USED] 43 3.7 FIELD QUALITY CONTROL 44 A. All lines must have clean edges, square ends, and be uniform cross-section. 45 B. The density and quality of markings shall be uniform throughout their thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 321723-11 PAVEMENT MARKINGS Page 11 of 11 1 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and 2 shall be free of blisters. 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING 6 A. Contractor shall clean up and remove all loose material resulting from construction 7 operations. 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 14 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE STREET REHABILITATION (HMAC 2014-4) 02282 321725-1 CURB ADDRESS PAINTING Page 1 of 3 1 SECTION 32 17 25 2 CURB ADDRESS PAINTING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Painting of house addresses on curb of driveway radiuses that are removed and 7 replaced as shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 2. Division 1 - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item shall be per each Curb Address Painting. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 shall be paid for at the unit price bid per each "Curb Address Painting" 21 completed. 22 3. The price bid shall include: 23 a. Furnishing all labor, materials and equipment 24 b. Any incidentals necessary to complete Curb Address Painting 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the latest revision date 28 logged at the end of this Specification, unless a date is specifically cited. 29 1.4 —1.12 [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [NOT USED] 32 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 33 A. Materials 34 1. All materials shall be of recent product and suitable for its intended purpose. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Version October 14, 2013 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 32 17 25 - 2 CURB ADDRESS PAINTING Page 2 of 3 1 2. Background paint shall be 7100 Series 100% Acrylic Satin White paint 2 manufactured by Kwal Paint, or approved equal. 3 3. Lettering paint shall be 7100 Series 100% Acrylic Satin Black paint manufactured 4 by Kwal Paint, or approved equal. 5 B. Size Requirements 6 1. The minimum size for the background shall be 6-inches wide by 16-inches long, or 7 as directed in the Drawings. 8 2. The minimum size for letters shall be 4-inches high, or as directed in the Drawings. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED] 14 3.3 PREPARATION 15 A. Surface Preparation 16 1. Provide surface preparation in accordance with manufacturer's recommendations. 17 B. Surface Conditions 18 1. Unless approved otherwise by the City, surface conditions must meet the following 19 minimum requirements: 20 a. Concrete has cured for a minimum of 28-days 21 b. Surface temperature greater than 50°F and less than 95°F 22 2. No work shall occur if weather conditions may harm or damage the final finished 23 surface. 24 3.4 APPLICATION 25 A. Apply in accordance with the manufacturer's recommendations. 26 B. Background Application 27 1. Apply the background with 3- or 4-inch roller with 1/2-inch nap, unless otherwise 28 approved by the City. 29 C. Letter Application 30 1. Apply the lettering with 1- or 1/2-inch artificial nylon or polyester or combination 31 brush and stencils, unless otherwise approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Version October 14, 2013 STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 321725-3 CURB ADDRESS PAINTING Page 3 of 3 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Version October 14, 2013 SUMMARY OF CHANGE STREET REHABILITATION (HMAC 2014-4) City Project No. 02282 32 91 19 - 1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 2 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnish and place topsoil to the depths and on the areas shown on the plans. 7 B. Deviations from City of Fort Worth Standards 8 1. None 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 11 Contract. 12 2. Division 1 - General Requirements. 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 16 Measurement: a. Topsoil: measure by the cubic yard in place. Page 1 of 3 17 2. Payment: 18 a. Contract unit price and total compensation for loading, hauling, placing and 19 furnishing all labor equipment, tools, supplies, and incidentals as necessary to 20 complete work. 21 b. All excavation required by this item in cut sections shall be measured in 22 accordance with provisions for the various excavation items involved with the 23 provision that excavation will be measured and paid for once, regardless of the 24 manipulations involved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 91 19 -2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED fOR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Topsoil 15 1. Use easily cultivated, fertile topsoil that: 16 a. is free from objectionable material including subsoil, weeds, clay lumps, non- 17 soil materials, roots, stumps or stones larger than 1.5 inches 18 b. has a high resistance to erosion, and 19 c. is able to support plant growth. 20 2. Secure topsoil from approved sources. 21 3. Topsoil is subject to testing by the City. 22 4. pH: 5.5 to 8.5. 23 5. Liquid Limit: 50 or less. 24 6. Plasticity Index: 20 or less. 25 7. Gradation: maximum of 10 percent passing No. 200 sieve. 26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 27 of vegetation. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Finishing of Parkways. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 3291 19-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 1. Smoothly shape parkways, shoulders, slopes, and ditches. 2 2. Cut parkways to finish grade prior to the placing of any improvements in or 3 adjacent to the roadway. 4 3. In the event that unsuitable material for parkways is encountered, extend the depth 5 of excavation in the parkways six inches and backfill with top soil. 6 4. Make standard parkway grade perpendicular to and draining to the curb line. 7 a. Minimum: 1/4 inch per foot. 8 b. Maximum:4:1. 9 c. City may approve variations from these requirements in special cases. 10 5. Whenever the adjacent property is lower than the design curb grade and runoff 11 drains away from the street, the parkway grade must be set level with the top of the 12 curb. 13 6. The design grade from the parkway extends to the back of the walk line. 14 7. From that point (behind the walk), the grade may slope up or down at maximum 15 slope of 4:1. 16 B. Placing of Topsoil 17 1. Spread the topsoil to a uniform loose cover at the thickness specified. 18 2. Place and shape the topsoil as directed. 19 3. Hand rake finish a minimum of 5 feet from all flatwork 20 4. Tamp the topsoil with a light roller or other suitable equipment. 21 3.5 [REPAIR)/ [RESTORATION] [NOT USED] 22 3.6 RE -INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 33 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 329213-1 HYDROMULCHING, SEEDING AND SODDING Page 1 of 7 1 SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnishing and installing grass sod and peiivanent seeding as shown on plans, or as 7 directed. 8 B. Deviations from City of Fort Worth Standards 9 1. None 10 C. Related Specification Sections include but are not necessarily limited to 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 2. Division 1 - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Block Sod Placement: measure by the square yard. 18 b. Seeding: measure by the square yard by the installation method. 19 c. Mowing: measure by each. 20 2. Payment 21 a. Block Sod Placement: contract unit price and total compensation for furnishing 22 and placing all sod, rolling and tamping, watering (until established), disposal 23 of all surplus materials, and material, labor, equipment, tools and incidentals 24 necessary to complete the work. 25 b. Seeding: contract unit price and total compensation for furnishing all materials 26 including water for seed -fertilizer, slurry and hydraulic mulching, water and 27 mowing (until established), fertilizer, and material, labor, equipment, tools and 28 incidentals necessary to complete the work. 29 c. Mowing: contract unit price and total compensation for material, labor, 30 equipment, tools and incidentals necessary to complete the work. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS 35 A. Seed 36 1. Vendors' certification that seeds meet Texas State seed law including: 37 a. Testing and labeling for pure live seed (PLS). 38 b. Name and type of seed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 32 92 13 - 2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 7 1 2. All seed shall be tested in a laboratory with certified results presented to the City in 2 writing, prior to planting. 3 3. All seed to be of the previous season's crop and the date on the container shall be 4 within twelve months of the seeding date. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Block Sod 10 1. Protect from exposure to wind, sun and freezing. 11 2. Keep stacked sod moist. 12 B. Seed 13 1. If using native grass or wildflower seed, seed must have been harvested within one 14 hundred (100) miles of the construction site. 15 2. Each species of seed shall be supplied in a separate, labeled container for 16 acceptance by the City. 17 C. Fertilizer 18 1. Provide fertilizer labeled with the analysis. 19 2. Conform to Texas fertilizer law. 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS [NOT USED] 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 MATERIALS AND EQUIPMENT 25 A. Materials 26 1. Block Sod 27 a. Sod Varieties (match existing if applicable) 28 1) "Stenotaphrum secundatum" (St. Augustine grass), 29 2) "Cynodon dactylon" (Common Bermudagrass), 30 3) "Buchloe dactyloides" (Buffalograss), 31 4) an approved hybrid of Common Bermudagrass, 32 5) or an approved Zoysiagrass. 33 b. Sod must contain stolons, leaf blades, rhizomes and roots. 34 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 35 foreign materials and weeds and grasses deleterious to its growth or which 36 might affect its subsistence or hardiness when transplanted. 37 d. Minimum sod thickness: 3/4 inch 38 e. Maximum grass height: 2 inches 39 f. Acceptable growing beds: 40 1) St. Augustine grass sod: clay or clay loam topsoil. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 7 1 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils. 2 g. Dimensions. 3 1) Machine cut to uniform soil thickness. 4 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 5 handled and rolled without breaking. 6 h. Broken or torn sod or sod with uneven ends shall be rejected. 7 2. Seed 8 a. General 9 1) Plant all seed at rates based on pure live seed (PLS) 10 a) Pure Live Seed (PLS) determined using the formula: 11 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + 12 Percent Firm or Hard Seed) + 100] 13 2) Availability of Seed 14 a) Substitution of individual seed types due to lack of availability may be 15 permitted by the City at the time of planting. 16 b) Notify the City prior to bidding of difficulties locating certain species. 17 3) Weed seed 18 a) not exceed ten percent by weight of the total of pure live seed (PLS) 19 and other material in the mixture. 20 b) Seed not allowed: 21 (1) Johnsongrass 22 (2) nutgrass seed 23 4) Harvest seed within 1-year prior to planting 24 b. Non-native Grass Seed 25 1) Plant between April 15 and September 10 26 27 28 29 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) cynodon dactylon 85 90 75 Bermuda (hulled) cynodon dactylon 95 90 2) Plant between September 10 and April 15 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multorum 85 90 75 Bermuda (unhulled) cynodon dactylon 95 90 30 31 c. Native Grass Seed 32 1) Plant between February 1 and October 1. 33 Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 329213-4 HYDROMULCHING, SEEDING AND SODDING Page 4 of 7 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 1 2 d. Wildflower Seed 3 1) Plant between the following: 4 a) March 5 and May 31 5 b) September 1 and December 1 6 Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatda 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 7 *not to be planted within ten feet of a road or parking lot or within three feet of a 8 walkway 9 10 e. Temporary Erosion Control Seed 11 1) Consist of the sowing of cool season plant seeds. 12 3. Mulch 13 a. For use with conventional mechanical or hydraulic planting of seed. 14 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 15 (waste products from paper mills or recycled newspaper). 16 c. No growth or germination inhibiting factors. 17 d. No more than ten percent moisture, air dry weight basis. 18 e. Additives: binder in powder form. 19 f. Form a strong moisture retaining mat. 20 4. Fertilizer 21 a. acceptable condition for distribution 22 b. applied uniformly over the planted area. 23 c. Analysis 24 1) 16-20-0 25 2) 16-8-8 26 d. Fertilizer rate: 27 1) Not required for wildflower seeding. 28 2) Newly established seeding areas - 100 pounds of nitrogen per acre. 29 3) Established seeding areas - 150 pounds of nitrogen per acre. 30 5. Topsoil: See Section 32 91 19. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 32 92 13 - 5 HYDROMULCHING, SEEDING AND SODDING Page 5 of 7 1 6. Water: clean and free of industrial wastes or other substances harmful to the 2 germination of the seed or to the growth of the vegetation. 3 7. Soil Retention Blanket 4 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 6 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION 13 A. Surface Preparation: clear surface of all material including: 14 1 Stumps, stones, and other objects larger than one inch. 15 2. Roots, brush, wire, stakes, etc. 16 3. Any objects that may interfere with seeding or maintenance. 17 B. Tilling 18 1. Compacted areas: till one inch deep. 19 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 20 seed/water run-off. 21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees. 22 3.4 INSTALLATION 23 A. Block Sodding 24 1. General: 25 a. Place sod between curb and walk and on terraces that is the same type grass as 26 adjacent grass or existing lawn. 27 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 28 average first freeze in the fall. 29 2. Installation 30 a. Plant sod specified after the area has been completed to the lines and grades 31 shown on the plans with 6 inches of topsoil. 32 b. Use care to retain native soil on the roots of the sod during the process of 33 excavating, hauling and planting. 34 c. Keep sod material moist from the time it is dug until planted. 35 d. Place sod so that the entire area designated for sodding is covered. 36 e. Fill voids left in the solid sodding with additional sod and tamp. 37 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 38 slope. 39 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 40 firm earth in areas that may slide due to the height or slope of the surface or 41 nature of the soil. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 7 1 3. Watering and Finishing 2 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary 3 metering / irrigation, water truck or by any other method necessary to achieve 4 an acceptable stand of turf as defined in 3.13.B. 5 b. Thoroughly water sod immediately after planted. 6 c. Water until established. 7 d. Generally, an amount of water that is equal to the average amount of rainfall 8 plus one half inch per week should be applied until accepted. If applicable, 9 plant large areas by irrigation zones to ensure areas are watered as soon as they 10 are planted. 11 B. Seeding 12 1. General 13 a. Seed only those areas indicated on the plans and areas disturbed by 14 construction. 15 b. Mark each area to be seeded in the field prior to seeding for City approval. 16 2. Broadcast Seeding 17 a. Broadcast seed in two directions at right angles to each other. 18 b. Harrow or rake lightly to cover seed. 19 c. Never cover seed with more soil than twice its diameter. 20 d. For wildflower plantings: 21 1) scalp existing grasses to one inch. 22 2) remove grass clippings, so seed can make contact with the soil. 23 3. Mechanically Seeding (Drilling): 24 a. Uniformly distribute seed over the areas shown on the plans or as directed. 25 b. All varieties of seed and fertilizer may be distributed at the same time provided 26 that each component is uniformly applied at the specified rate. 27 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 28 drill. 29 d. Drill on the contour of slopes 30 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 31 of the "Cultipacker" type. 32 f. Roll slope areas on the contour. 33 4. Hydromulching 34 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 35 1) Mixture is unifoiinly suspended to form a homogenous slurry. 36 2) Mixture forms a blotter -like ground cover impregnated uniformly with 37 grass seed. 38 3) Mixture is applied within thirty (30) minutes after placed in the equipment. 39 b. Placing 40 1) Uniformly distribute in the quantity specified over the areas shown on the 41 plans or as directed. 42 5. Fertilizing: uniformly apply fertilizer over seeded area. 43 6. Watering 44 a. Furnish water by means of temporary metering / irrigation, water truck or by 45 any other method necessary to achieve an acceptable stand of turf as defined in 46 3.13.B. 47 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 7 1 c. Water as direct by the City at least twice daily for 14 days after seeding in such 2 a manner as to prevent washing of the slopes or dislodgement of the seed. 3 d. Water until final acceptance. 4 e. Generally, an amount of water that is equal to the average amount of rainfall 5 plus one half inch per week should be applied until accepted. 6 3.5 [REPAIR]/ [RESTORATION] [NOT USED] 7 3.6 RE -INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL [NOT USED] 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE 15 A. Block Sodding 16 1. Water and mow sod until completion and final acceptance of the Project or as 17 directed by the City. 18 2. Sod shall not be considered finally accepted until the sod has started to peg down 19 (roots growing into the soil) and is free from dead blocks of sod. 20 B. Seeding 21 1. Water and mow sod until completion and final acceptance of the Project or as 22 directed by the City. 23 2. Maintain the seeded area until each of the following is achieved: 24 a. Vegetation is evenly distributed. 25 b. Vegetation is free from bare areas. 26 3. Turf will be accepted once fully established. 27 a. Seeded area must have 100 percent growth to a height of three inches with one 28 mow cycle performed by the CONTRACTOR prior to consideration of 29 acceptance by the City. 30 C. Rejection 31 1. City may reject block sod or seeded area on the basis of weed populations. 32 3.14 ATTACHMENTS [NOT USED] 33 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 6 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE 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, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. 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 1 — General Requirements 15 3. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 16 4. Section 33 05 13 — Frame, Cover and Grade Rings 17 5. Section 33 39 10 — Cast -in -Place Concrete Manholes 18 6. Section 33 39 20 — Precast Concrete Manholes 19 7. Section 33 12 20 — Resilient Seated Gate Valve 20 8. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 21 9. Section 33 04 11 — Corrosion Control Test Station 22 10. Section 33 04 12 — Magnesium Anode Cathodic Protection 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manhole — Minor Adjustment 26 a. Measurement 27 1) Measurement for this Item shall be per each adjustment using only grade 28 rings or other minor adjustment devices to a grade specified on the 29 Drawings. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item will be paid for at the unit price bid per each "Manhole Adjustment, 33 Minor" completed. 34 c. The price bid shall include: 35 1) Pavement removal 36 2) Excavation 37 3) Hauling 38 4) Disposal of excess material 39 5) Grade rings or other adjustment device 40 6) Furnishing, placing and compaction of embedment and backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 33 05 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 6 1 7) Clean-up 2 2. Manhole - Major Adjustment 3 a. Measurement 4 1) Measurement for this Item shall be per each adjustment requiring structural 5 modifications to manhole to a grade specified on the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item will be paid for at the unit price bid per each "Manhole Adjustment, 9 Major" completed. 10 c. The price bid shall include: 11 1) Pavement removal 12 2) Excavation 13 3) Hauling 14 4) Disposal of excess material 15 5) Structural modifications, grade rings or other adjustment device 16 6) Furnishing, placing and compaction of embedment and backfill 17 7) Clean-up 18 3. Inlet 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment requiring structural 21 modifications to inlet to a grade specified on the Drawings. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item will be paid for at the unit price bid per each "Inlet Adjustment" 25 completed. 26 c. The price bid shall include: 27 1) Pavement removal 28 2) Excavation 29 3) Hauling 30 4) Disposal of excess material 31 5) Structural modifications 32 6) Furnishing, placing and compaction of embedment and backfill 33 7) Clean-up 34 4. Valve Box 35 a. Measurement 36 1) Measurement for this Item shall be per each adjustment to a grade specified 37 on the Drawings. 38 b. Payment 39 1) The work performed and the materials furnished in accordance with this 40 Item will be paid for at the unit price bid per each "Valve Box Adjustment" 41 completed. 42 c. The price bid shall include: 43 1) Pavement removal 44 2) Excavation 45 3) Hauling 46 4) Disposal of excess material 47 5) Adjustment device 48 6) Furnishing, placing and compaction of embedment and backfill 49 7) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 33 05 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 6 1 5. Cathodic Protection Test Station 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment to a grade specified 4 on the Drawings. 5 b. Payment 6 1) The work performed and the materials furnished in accordance with this 7 Item will be paid for at the unit price bid per each "Cathodic Protection 8 Test Station Adjustment" completed. 9 c. The price bid shall include: 10 1) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Adjustment device 15 6) Furnishing, placing and compaction of embedment and backfill 16 7) Clean-up 17 6. Fire Hydrant 18 a. Measurement 19 1) Measurement for this Item shall be per each adjustment requiring stem 20 extensions to meet a grade specified by the Drawings. 21 b. Payment 22 1) The work performed and the materials furnished in accordance with this 23 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 24 Extension" completed. 25 c. The price bid shall include: 26 1) Pavement removal 27 2) Excavation 28 3) Hauling 29 4) Disposal of excess material 30 5) Adjustment materials 31 6) Furnishing, placing and compaction of embedment and backfill 32 7) Clean-up 33 7. Miscellaneous Structure 34 a. Measurement 35 1) Measurement for this Item shall be per each adjustment requiring structural 36 modifications to said structure to a grade specified on the Drawings. 37 b. Payment 38 1) The work performed and the materials furnished in accordance with this 39 Item will be paid for at the unit price bid per each "Miscellaneous Structure 40 Adjustment" completed. 41 c. The price bid shall include: 42 1) Pavement removal 43 2) Excavation 44 3) Hauling 45 4) Disposal of excess material 46 5) Structural modifications 47 6) Furnishing, placing and compaction of embedment and backfill 48 d. Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 6 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. Texas Commission on Environmental Quality (TCEQ): 7 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 8 Related Structures. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 20 2.2 MATERIALS 21 A. Cast -in -Place Concrete 22 1. See Section 03 30 00. 23 B. Modifications to Existing Concrete Structures 24 1. See Section 03 80 00. 25 C. Grade Rings 26 1. See Section 33 05 13. 27 D. Frame and Cover 28 1. See Section 33 05 13. 29 E. Backfill material 30 1. See Section 33 05 10. 31 F. Water valve box extension 32 1. See Section 33 12 20. 33 G. Corrosion Protection Test Station CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 6 1 1. See Section 33 04 11. 2 H. Cast -in -Place Concrete Manholes 3 1. See Section 33 39 10. 4 I. Precast Concrete Manholes 5 1. See Section 33 39 20. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION 11 A. Verification of Conditions 12 1. Examine existing structure to be adjusted, for damage or defects that may affect 13 grade adjustment. 14 a. Report issue to City for consideration before beginning adjustment. 15 3.3 PREPARATION 16 A. Grade Verification 17 1. On major adjustments confirm any grade change noted on Drawings is consistent 18 with field measurements. 19 a. If not, coordinate with City to verify final grade before beginning adjustment. 20 3.4 ADJUSTMENT 21 A. Manholes, Inlets, and Miscellaneous Structures 22 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 23 30-inch frame and cover assembly per TCEQ requirement. 24 2. On manhole major adjustments, inlets and miscellaneous structures protect the 25 bottom using wood forms shaped to fit so that no debris blocks the invert or the 26 inlet or outlet piping in during adjustments. 27 a. Do not use any more than a 2-piece bottom. 28 3. Do not extend chimney portion of the manhole beyond 24 inches. 29 4. Use the least number of grade rings necessary to meet required grade. 30 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 31 rings. 32 B. Valve Boxes 33 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 34 the Drawings. 35 C. Backfill and Grading 36 1. Backfill area of excavation surrounding each adjustment in accordance to Section 37 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 33 05 14 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 6 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 STREET REHABILITATION (2014-4) 02282 330517-1 CONCRETE COLLARS 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 SECTION 33 05 17 CONCRETE COLLARS A. Section Includes: 1. Concrete Collars for Manholes Page 1 of 3 7 2. This Item is intended, for use in asphalt streets cruel unimproved areas — not for use 8 in concrete streets. 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 03 30 00 — Cast -In -Place Concrete 16 4. Section 03 80 00 — Modifications to Existing Concrete Structures 17 5. Section 33 05 13 — Frame, Cover, and Grade Rings 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Manhole 21 a. Measurement 22 1) Measurement for this Item shall be per each. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per each "Concrete Collar" 26 installed. 27 c. The price bid will include: 28 1) Concrete Collar 29 2) Excavation 30 3) Forms 31 4) Reinforcing steel (if required) 32 5) Concrete 33 6) Backfill 34 7) Pavement removal 35 8) Hauling 36 9) Disposal of excess material 37 10) Placement and compaction of backfill 38 11) Clean-up 39 12) Additional pavement around perimeter of concrete collar as required for 40 rim adjustment on existing manhole. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 330517-2 CONCRETE COLLARS Page 2 of 3 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259, Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 21 A. Materials 22 1. Concrete — Conform to Section 03 30 00. 23 2. Reinforcing Steel — Conform to Section 03 21 00. 24 3. Frame and Cover — Conform to Section 33 05 13. 25 4. Grade Ring — Conform to Section 33 05 13. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION 31 A. Evaluation and Assessment 32 1. Verify lines and grades are in accordance to the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 330517-3 CONCRETE COLLARS Page 3 of 3 1 3.3 PREPARATION [NOT USED] 2 3.4 INSTALLATION 3 A. Final Rim Elevation 4 1. Install concrete grade rings for height adjustment. 5 a. Construct grade ring on load bearing shoulder of manhole. 6 b. Use sealant between rings as shown on Drawings. 7 2. Set frame on top of manhole or grade rings using continuous water sealant. 8 3. Remove debris, stones and dirt to ensure a watertight seal. 9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 10 final surface elevation of the manhole frame. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A.2 — Blue text added to clarify where concrete collars are to be installed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 STREET REHABILITATION (HMAC 2014-4) 02282 347113-1 TRAFFIC CONTROL 2 3 PART 1- GENERAL SECTION 34 71 13 TRAFFIC CONTROL Page 1 of 5 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Installation of Traffic Control Devices 15 a. Measurement 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 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under "Measurement" shall be paid for at the 22 unit price bid for "Traffic Control". 23 c. The price bid shall include: 24 1) Traffic Control implementation 25 2) Installation 26 3) Maintenance 27 4) Adjustments 28 5) Replacements 29 6) Removal 30 2. Portable Message Signs 31 a. Measurement 32 1) Measurement for this Item shall be per week for the duration of use. 33 b. Payment 34 1) The work performed and materials furnished in accordance to this Item and 35 measured as provided under "Measurement" shall be paid for at the unit 36 price bid per week for "Portable Message Sign" rental. 37 c. The price bid shall include: 38 1) Delivery of Portable Message Sign to Site 39 2) Message updating 40 3) Sign movement throughout construction 41 4) Return of the Portable Message Sign post -construction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 34 71 13 - 2 TRAFFIC CONTROL Page 2 of 5 1 3. Preparation of Traffic Control Plan Details 2 a. Measurement 3 1) Measurement for this Item is 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 10 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 11 (TMUTCD) 12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 13 4) Incorporation of City comments 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 20 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 21 Transportation, Standard Specifications for Construction and Maintenance of 22 Highways, Streets, and Bridges. 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination 25 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 26 implementing Traffic Control within 500 feet of a traffic signal. 27 B. Sequencing 28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 29 approved by the City and design Engineer before implementation. 30 1.5 SUBMITTALS 31 A. Provide the City with a current list of qualified flaggers before beginning flagging 32 activities. Use only flaggers on the qualified list. 33 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 34 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the 35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 38 Engineer. 39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 40 Specifications. The Contractor will be responsible for having a licensed Texas 41 Professional Engineer sign and seal the Traffic Control Plan sheets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 34 71 13 -3 TRAFFIC CONTROL Page 3 of 5 1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 2 changes to the Traffic Control Plan(s) developed by the Design Engineer. 3 F. Design Engineer will furnish standard details for Traffic Control. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 13 2.2 ASSEMBLIES AND MATERIALS 14 A. Description 15 1. Regulatory Requirements 16 a. Provide Traffic Control Devices that conform to details shown on the 17 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 18 Device List (CWZTCDL). 19 2. Materials 20 a. Traffic Control Devices must meet all reflectivity requirements included in the 21 TMUTCD and TxDOT Specifications — Item 502 at all times during 22 construction. 23 b. Electronic message boards shall be provided in accordance with the TMUTCD. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 EXAMINATION [NOT USED] 28 3.2 PREPARATION 29 A. Protection of In -Place Conditions 30 1. Protect existing traffic signal equipment. 31 3.3 INSTALLATION 32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 33 the Drawings and as directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 34 71 13 - 4 TRAFFIC CONTROL Page 4 of 5 1 B. Install Traffic Control Devices straight and plumb. 2 C. Do not make changes to the location of any device or implement any other changes to 3 the Traffic Control Plan without the approval of the Engineer. 4 1. Minor adjustments to meet field constructability and visibility are allowed. 5 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 6 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 7 covering, or removing Devices. 8 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 9 and that retroreflective characteristics meet requirements during darkness and rain. 10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 11 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 12 lights, signs, or other precautionary measures for the protection of persons or property), the 13 Inspector may order such additional precautionary measures be taken to protect persons 14 and property. 15 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 16 or in conflict with the proposed method of handling traffic or utility adjustments, can be 17 constructed during any phase. 18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 19 distance of drivers entering the highway from driveways or side streets. 20 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 21 be erected and mounted on portable supports. 22 1. The support design is subject to the approval of the Engineer. 23 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 24 J. If at any time the existing traffic signals become inoperable as a result of construction 25 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 26 approved by the Engineer, to be used for Traffic Control. 27 K. Flaggers 28 1. Provide a Contractor representative who has been certified as a flagging instructor 29 through courses offered by the Texas Engineering Extension Service, the American 30 Traffic Safety Services Association, the National Safety Council, or other approved 31 organizations. 32 a. Provide the certificate indicating course completion when requested. 33 b. This representative is responsible for training and assuring that all flaggers are 34 qualified to perform flagging duties. 35 2. A qualified flagger must be independently certified by 1 of the organizations listed 36 above or trained by the Contractor's certified flagging instructor. 37 3. Flaggers must be courteous and able to effectively communicate with the public. 38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 39 and follow the flagging procedures set forth in the TMUTCD. 40 5. Provide and maintain flaggers at such points and for such periods of time as may be 41 required to provide for the safety and convenience of public travel and Contractor's 42 personnel, and as shown on the Drawings or as directed by the Engineer. 43 a. These flaggers shall be located at each end of the lane closure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 34 71 13 - 5 TRAFFIC CONTROL Page 5 of 5 1 L. Removal 2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 3 and other Traffic Control Devices used for work -zone traffic handling in a timely 4 manner, unless otherwise shown on the Drawings. 5 3.4 REPAIR / RESTORATION [NOT USED] 6 3.5 RE -INSTALLATION [NOT USED] 7 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 8 3.7 SYSTEM STARTUP [NOT USED] 9 3.8 ADJUSTING [NOT USED] 10 3.9 CLEANING [NOT USED] 11 3.10 CLOSEOUT ACTIVITIES [NOT USED] 12 3.11 PROTECTION [NOT USED] 13 3.12 MAINTENANCE [NOT USED] 14 3.13 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 99 99 00 1 SPECIAL TECHNICAL SPECIFICATIONS Pagelof 1 9999.0096 PAVING CONSTRUCTION ALLOWANCE The paving construction allowance shall consist of miscellaneous construction and other non -subsidiary items requested for construction by the City of Fort Worth and at the direction of the Project Engineer. The payment to the contractor for miscellaneous construction shall be the actual cost of the work plus 10% to cover the cost of overhead incurred by the Contractor in handling the construction. SPECIAL TECHNICAL SPECIFICATIONS STREET REHABILITATION (HMAC 2014-4) March 10, 2014 City Project No. 02282 APPENDIX GC-4.01 Availability of Lands: N/A GC-4.02 Subsurface and Physical Conditions: Under Soil Lab / Test Reports in Buzzsaw GC-4.04 Underground Facilities: N/A GC-4.06 Hazardous Environmental Condition at Site: N/A GC-6.06.D Minority and Women Owned Business Enterprise Compliance: Included GC-6.07 Wage Rates: Included GC-6.09 Permits and Utilities: N/A GC-6.24 Nondiscrimination: "None" GR-01 60 00 Product Requirements: N/A SP-01 Special Provisions: Included CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 STREET REHABILITATION (2014-4) 02282 1 CITY OF FORT WORTH T/PW SOIL LAB SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: HMAC STREET REHAB (2014-4) Project# 02282 DOE No:7235 Fund Code: 03 Contractor: HOLE 1 Edgefield Rd LOCATION: 709 Edgefield Rd E/4 4.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 4.00" Reddish Brown Sandy Clay a HOLE # 2 LOCATION: 721 Edgefield Rd W/4 2.25" HMAC 8.75" Lt Brown Sandy Clay W/gravel 5.00" Reddish Brown Sandy Clay HOLE #3 LOCATION: 734 Edgefield Rd E/4 1.75" HMAC 4.00" Lt Brown Sandy Clay W/gravel 10.25" Reddish Brown Sandy Clay !HOLE #4 iLOCATION: 808 Edgefield Rd E/4 2.00" HMAC 9.00" Lt Brown Sandy Clay W/gravel 5.00" Dark Brown Sandy Clay HOLE #5 LOCATION: 828 Edgefield Rd E/4 2.50" HMAC 7.50" Lt Brown Sandy Clay W/gravel 6.00" Dark Brown Sandy Clay HOLE # 6 LOCATION: 853 Edgefield Rd W/4 3.50" HMAC 9.00" Lt Brown Sandy Clay W/gravel 3.50" Dark Brown Sandy Clay HOLE # 1 NW 20th St LOCATION: 40' W of Market Ave N/4 9.00" HMAC 2 7.00" Dark Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 50'W of Pearl Ave S/4 3.00" HMAC 13.00" Lt Brown Sandy Clay W/gravel HOLE # 3 LOCATION: 1306 NW 20TH St 2.75" HMAC 7.00" Lt Brown Sandy Clay W/gravel 6.25" Brown Sandy Clay W/gravel HOLE # 1 Christine Rd LOCATION: 4300 Christine St N/4 9.50" HMAC 6.50" Dark Brown Clay W/gravel HOLE # 2 LOCATION: 4324 Christine St N/4 8.00" HMAC 8.00" Dark Brown Sandy Clay W/gravel HOLE # 3 LOCATION: 4424 Christine Rd N/4 9.00" HMAC 7.00" Dark Brown Sandy Clay W/gravel HOLE # 1 Michigan Ave LOCATION: 40'N of Christine Rd E/4 2.00" HMAC 14.00" Dark Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 855 Michigan Ave C/4 2.25" HMAC 13.75" Dark Brown Sandy Clay W/gravel HOLE #3 LOCATION: 30'S of OVID Dr W/4 8.50" HMAC 7.50" Dark Brown Sandy Clay W/gravel HOLE # 1 Burton Hill Rd LOCATION: 2037 Burton Hill Rd NE/4 3.25" HMAC 7.75" Lt Brown Sandy Clay W/gravel 5.00" Dark Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 260'S of Merrick St E/4 7.00" HMAC 8.50" 2:27 (788.0 PSI) 0.50" Lt Brown Sandy Clay w /gravel 3 HOLE # 1 Oaklawn Dr LOCATION: 3700 Oaklawn Dr N/4 7.00" HMAC 5.00" Lt Brown Sandy Clay W/gravel 4.00" Dark Brown Clay HOLE # 2 LOCATION: 20'E of Northwood Rd S/4 6.50" HMAC 5.00" Lt Brown Sandy Clay W/gravel 4.50" Dark Brown Sandy Clay HOLE #3 LOCATION: 3808 Oaklawn Dr N/4 5.00" HMAC 2.00" Lt Brown Sandy Clay W/gravel 9.00" Dark Brown Sandy Clay HOLE # 4 LOCATION: 3899 Oaklawn Dr S/4 4.50" HMAC 7.00" Lt Brown Sandy Clay W/gravel 4.50" Dark Brown Sandy Clay W/gravel HOLE # 1 Ellis Ranch Trail LOCATION: 50'S of Kingsdale Dr E/4 2.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 6.00" Dark Brown Sandy Clay W/gravel HOLE #2 LOCATION: 30'SE of Ridgeview St NE/4 1.75" HMAC 4.00" Reddish Brown Sandy Clay W/gravel 10.25" Lt Brown Sandy Clay W/gravel HOLE # 3 LOCATION: 30'SE of Briardale Rd SW/4 5.75" HMAC 10.25" Dark Brown Sandy Clay W/gravel HOLE # 1 Highpoint Rd LOCATION: 40'N of Timberline Dr E/4 10.25" HMAC 5.75" Lt Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 50'S of Glencrest Dr W/4 1.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 7.00" Brown Sandy Clay w/gravel HOLE # 3 LOCATION: 50'S of Fairway Dr E/4 4 2.25" HMAC 8.00" Lt Brown Sandy Clay W/gravel 5.50" Brown Sandy Clay w/gravel HOLE #4 LOCATION: 65'N of Timberline Rd E /4 10.00" HMAC 6.00" Lt Brown Sandy Clay W/gravel HOLE #1 Fairway Dr LOCATION: 20'E of Ellis Ranch Trail S/4 2.50" HMAC 8.50" 2;27 (955.0 psi) 5.00" Grayish Brown Sandy Clay HOLE # 2 LOCATION: 30'W of Highpoint Rd N/4 2.75" HMAC 13.25" Grayish Sandy Clay W/gravel HOLE # 1 Annabelle Ln LOCATION: 30'E of Ellis Ranch Trail S/4 3.00" HMAC 8.00" grayish Sandy Clay W/gravel 5.00" Brown Sandy Clay W/gravel HOLE ## 2 LOCATION: 25'W of Highpoint Rd N/4 2.75" HMAC 9.00" Grayish Sandy Clay W/gravel 4.25" Brown Sandy Clay W/gravel HOLE # 1 Lollita Ct LOCATION: 2354 Lollita Ct S/4 6.25" HMAC 9.75" Dark Brown Sandy Clay W/gravel HOLE ## 2 LOCATION: 2367 Lollita Ct N/4 4.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 4.00" Brown Sandy Clay HOLE 41 Stardust Ln LOCATION: 4445 Stardust Ln E/4 12.50" HMAC 3.50" Dark Brown Sandy Clay W/gravel HOLE #2 LOCATION: 4313 Stardust Ln W/4 3.50" HMAC 9.00" Lt Brown Sandy Clay W/gravel 3.50" Dark Brown Sandy Clay 5 HOLE # 3 LOCATION: 4259 Stardust Ln E/4 4.50" HMAC 8.00" Lt Brown Sandy Clay W/gravel 3.50" Dark Brown Sandy Clay W/gravel HOLE #4 LOCATION: 20'S of Ridgeview St W/4 3.00" HMAC 7.00" Lt Brown Sandy Clay W/gravel 6.00" Dark Brown Sandy Clay W/gravel HOLE # 1 Highpoint LOCATION: 30'S of Ridgeview St C/4 1.00" Soil w/gravel 7.00" Dark Brown Clay W/gravel 8.00" Lt Brown Clay w/gravel HOLE # 1 Azteca Dr LOCATION: 5701 Azteca Dr SE/4 E 3.00" HMAC 7.00" Reddish Brown Sandy Clay W/gravel 6.00" Lt Brown Sandy Clay w/gravel HOLE #2 LOCATION: 5709 Azteca Dr N/4 1.75" HMAC 13.25" Reddish Brown Sandy Clay W/gravel HOLE # 3 LOCATION: 5800 Azteca Dr SE/4 4.50" HMAC 11.50" Reddish Brown Sandy Clay W/gravel HOLE # 4 LOCATION: 5817 Azteca Dr N/4 4.50" HMAC 8.50" Dark Brown Sandy Clay W/gravel 3.00" Brown Sandy Clay HOLE # 1 Jill St LOCATION: 50'N of Charlott St 8.50" HMAC 7.50" Lt Brown Sandy Clay W/gravel HOLE # 2 (!LOCATION: 30'S of Brentwood Stair Rd W/4 10.50" HMAC 5.50" Dark Brown Sandy Clay W/gravel HOLE # 1 Warrington Ct LOCATION: 1450 Warrington Ct W/4 7.25" HMAC 8.75" Dark Brown Sandy Clay W/gravel 6 HOLE # 2 LOCATION: 30'N of Charlott St E/4 7.00" HMAC 9.00" Lt Brown Sandy Clay W/gravel HOLE # 1 Vinewood St LOCATION: 100'E of Weiler Blvd NE/4 4.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 4.00" Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 1740 Vinewood St SW/4 3.25" HMAC 7.75" Lt Brown Sandy Clay W/gravel 5.00" Brown Sandy Clay W/gravel HOLE # 3 LOCATION:1717 Vinewood St E/4 5.50" HMAC 7.50" Lt Brown Sandy Clay W/gravel 3.00" Brown Sandy Clay w/gravel HOLE #4 LOCATION: 1632 Vinewood St SW/4 3.00" HMAC 9.00" Lt Brown Sandy Clay W/gravel 4.00" Brown Sandy Clay w/gravel HOLE # 5 LOCATION: 40'E of Blueridge Dr S/4 2.00" HMAC 7.00" Lt Brown Sandy Clay W/gravel 7.00" Reddish Brown Sandy Clay HOLE # 1 Canterbury Cir LOCATION: 1601 Canterbury Cir W/4 2.00" HMAC 8.00" Lt Brown Sandy Clay W/gravel 6.00" Brown Sandy Clay W/gravel HOLE # 2 1LOCATION: 1613 Canterbury Cir E/4 2.25" HMAC 13.75" Drrk Brown Sandy Clay W/gravel HOLE # 1 Kentwood P1 LOCATION: 50'W of Canterbury Cir N/4 3.00" HMAC 9.00" Reddish Brown Sandy Clay W/gravel 4.00" Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 6212 Kentwood P1 S/4 7 5.00" HMAC 7.00" Reddish Brown Sandy Clay w/gravel 4.00" Brown Sandy Clay w/gravel HOLE # 3 LOCATION: 6201 Kentwood P1 N/4 3.50" HMAC 8.50" Reddish Brown Sandy Clay w/gravel 4.00" Brown Sandy Clay w/gravel HOLE # 1 Brentwood Dr LOCATION: 6200 Brentwood Dr S/4 6.50" HMAC 9.50" Yellowish Brown Sandy Clay W/gravel HOLE # 2 LOCATION: 6217 Brentwood Dr N/4 5.00" HMAC 7.00" Reddish Brown Sandy Clay W/gravel 4.00" Brown Clay HOLE # 3 (LOCATION: 6228 Brentwood Dr S/4 3.50" HMAC 8.50" Reddish Brown Sandy Clay W/gravel 4.00" Dark Brown Sandy Clay HOLE # 4 LOCATION: 6245 Brentwood Dr N/4 3.25" HMAC 8.75" Yellowish Brown Sandy Clay W/gravel 4.00" Brown Clay HOLE # 1 Cienegas Cir LOCATION: 1612 Cienegas Cir NE/4 2.25" HMAC 8.50" Lt Brown Sandy Clay W/gravel 5.00" Brown Sandy Clay w/gravel HOLE # 2 LOCATION: 1512 Cienegas Cir w/4 3.00" HMAC 9.00" Dark Brown Sandy Clay W/gravel 4.00" Lt Brown Sandy Clay W/gravel HOLE # 3 ' LOCATION: 1474 Cienegas Cir E/4 3.00" HMAC 6.25" Sample Broke 6.75" Lt Brown Sandy Clay w/gravel HOLE # 4 LOCATION: 1474 Cienegas Cir W/4 6.25" HMAC 8 9.75" Dark Brown Sandy Clay W/gravel HOLE # 5 LOCATION: 1458 4.25" HMAC 10.75" Dark Brown HOLE # 1 LOCATION: 20'E of 4.00" HMAC 11.50" Concrete 0.50" Lt Brown HOLE # 2 LOCATION: 6113 Ravenswood Dr N/4 Cienegas Cir C/4 Sandy Clay W/gravel Ravenswood Dr Cienegas Cir S/4 (4375.0 PSI) Sandy Clay w/gravel 5.00" HMAC 6.75" Concrete (4475.0 PSI) 4.25" Lt Brown Sandy Clay w/gravel Approval: Ryan Jeri Routing: Date: 3/31/14 Requested by: Kristian Sugrim Tested by: Soil Lab Superintendent File 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Ata4sJcEa P4111416 PROJECT NAME: //A 512EE7 RElM8/ciTA'7io4/ (ZD/V- City's MBE Project Goal: /9 Prime's MBE Project Commitment: Check applicable block to describe prime M/W/DBE `/IbNON-M//WDBE S///BID DATE 2v/`f PROJECT NUMBER pZZBZ Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. 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 specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 Fox T� x ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. SUBCONTRACTOR/SUPPLIER T Company Name i Address e Telephone/Fax r Certification N (check one) N T Detail Detail M W C X M Subcontracting Work Supplies Purchased Dollar Amount T D W B B E B R 0 B C T E A LE444& GoA1STLUCTio,i/ ) / Ggo7 Lucre -NE AQ. Fever li/oa-TN Tic 74/ 3 S 8/7- 2-37 - oVG6 .TLB CodT4A4-c-ru d P.O. 1301( 2'/13/ Foft.7 WsilTKi?x 2-1 A. $TI1..p I. . 280t itto. Il i Fo*r Ale- N/tx 76177 917- 't3o - 39 58 13iij/ WEST mock iediAa 04-tc45, Tr 7r2'/7 /7z- 447• G70o ✓ AsPN,ac y M���tn�t REnnoJE % (Len -Ace- . 44 0/4 Soo, c0 MISCeLt. ANebu.S CoNCLe Te RSPt/RC7 4 5-73/ 762, 4 23,o92.49a CEI4ENT ' y7, 300, o0 Rev. 5/30/03 rit.FS/o e/✓7 Title Rto v, n'cea P v/A/ Company Name Z2S7 ToE neca Ro. Fox Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS ATTACHMENT 1A Page 4 of 4 30 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder 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 MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment frorr�' participating in City work for a period of time not less than one (1) year. Snm G A4-e r7 Authoiz"Signature Printed Signature / ER -IC AIV4E/t-Soft Contact Name/Title (if different) yu-Zips-000D Telephone and/or Fax 9 la - 2 417 - z o// EAMICA-Sons0Ao✓ n/CEoP9v/NGco, co,r' Address E-mail Address DAcc.gst T.Y 7522? City/State/Zip ZO/`% Date Rev. 5/30/12 Page 1 of 3 Item No. 13: ROADBOND EN 1 SOIL STABILIZER Description. Mix and compact Roadbond EN 1 add -mixture (or approved equal), cement, water, and subgrade or base (with or without asphalt concrete pavement) in the roadway. Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve strength and stiffness. When applied as an add -mixture with cement, it will enhance the effectiveness of the cement in order to reduce the amount of cement required to achieve a target strength and to significantly reduce the amount of reflective and block cracking that is commonly associated with cement treated material. Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600, "HydraulicCement," at an application rate of 1.5%. Water. Furnish water free of industrial waste and other objectionable material. Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal) content that will produce a stabilized mixture that meets the strength requirement shown on the plans. The Engineer will determine the compressive strength of the proposed materials in accordance with Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes, an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507, i nfo@roadbondsoi l . com. Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof containers until immediate distribution on the road. Materials must be stored in covered storage that is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used, they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing instructions are followed without exception. Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the mixing, compacting, and finishing operations can be completed during the same working day. Do not start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at least 35°F and rising, or is at Least 40°F. The temperature will be taken in the shade and away from artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather conditions are unsuitable. Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add -mixture (Roadbond EN 1 or approved equal) until the desired quantity of diluted add -mixture (Roadbond EN 1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to sprinkle the treated area with water until optimum moisture content is attained. Distribute the STREET REHABILITATION (2014-4) 02282 Page 2 of 3 required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause blowing cement to become dangerous to traffic or objectionable to adjacent property owners. Slurry Placing. Sprinkle the prepared roadway with diluted add -mixture (Roadbond EN 1 or approved equal) uniformly by making successive passes over a measured section of the roadway until the desired quantity of diluted add -mixture (Roadbond EN 1 or approved equal) is evenly distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the amount of water in order to account for the moisture placed on the roadway with the add -mixture Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after placement of the add -mixture (Roadbond EN 1 or approved equal), and when the roadway is at a moisture content drier than optimum. Dispense and spread slurry uniformly by making successive passes over a measured section of the roadway at the rate directed until the required cement content is attained. Mixing. Thoroughly mix the material, add -mixture (Roadbond EN 1 or approved equal) and cement using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and shape the completed mixture in a uniform layer. The Engineer will obtain a sample of the material at roadway moisture and remove all non -slaking aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the plans or approved by the engineer, the pulverization requirement may be waived when the material contains a substantial amount of aggregate. Compaction. Compact the mixture in one lift using ordinary compaction or density control, as shown on the plans. Complete compaction within 2 hours after the application of the add -mixture Roadbond EN 1 or approved equal/cement. Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined by Test Method Tex-120-E, Part II. Determine the moisture content of the mixture at the beginning and during compaction in accordance with Tex-103-E. Adjust operations if required. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least one-half the width of the roller unit. On super -elevated curves, begin rolling at the low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a speed between 2 and 6 miles per hour, as directed. Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or removing treated material as required, reshaping, and re -compacting. STREET REHABILITATION (2014-4) 02282 Page 3 of 3 Density Control. Compact to meet at least 95% of optimum density as determined in accordance with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and replace material that does not meet density requirements. Compact and test replacement material in accordance with density control methods. The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the specified density and the failing test is no more than 3 Ib. per cubic foot below the specified density. Finishing. Immediately after completing compaction, clip, skin, or tight -blade the surface of the add - mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. Add small increments of water as needed during rolling. Shape and maintain the course and surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In areas where surfacing is to be placed, trim grade deviations greater than 1/4 in. in cross section and 1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as directed. Do not surface patch. Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed. Do not allow equipment on the finished course except as required to complete curing, unless otherwise approved. At least 3 days of curing are required before opening the finished section to traffic, unless otherwise shown on the plans or directed Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item. STREET REHABILITATION (2014-4) 02282 Page 1 of 2 SPECIAL PROVISIONS 32 13 20 — Concrete Driveways: Contractor shall backfill** around the driveway within five (5) working days from pouring the driveway; if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item, just as excavating and preparing the subgrade. 32 13 20 — Sidewalks: Contractor shall backfill around the sidewalk within five (5) working days from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item, just as excavating and preparing the subgrade. 32 13 20 — Ramps: Contractor shall backfill the wheelchair ramp within five (5) working days from pouring the ramp; if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item, per each ramp removed and/or installed. 32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5) working days from the day of completing the curb and gutter, if the contractor fails to complete the backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per day. Included and figured subsidiary to this bid list item will be the required saw -cut excavation, into the street to aid in the construction of the curb and gutter, of a limit of nine inches (9") out from the gutter lip and backfill behind the curb. The contractor shall saw -cut the curb and gutter and/or pavement prior to removal; with same day haul off of the removed material. 32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5) working days; if the contractor fails to complete the work on each half within five (5) working days, a $100 dollars liquidated damage will be assessed per each half of the valley gutter per day. Asphalt transition is considered subsidiary to the concrete valley gutter. 02 41 15 - Pulverization: Shall be completed within 10 working days from the day of completing "flat -work" on any street; if the contractor fails to complete the pulverization within the 10 days, a $100 dollars liquidated damage will be assessed per block per day. 02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days from the day of completing "flat -work" on any street; if the contractor fails to complete the Wedge Milling / Surface Milling within the 10 days, a $100 dollars liquidated damage will be assessed per block per day. STREET REHABILITATION (2014-4) 02282 Page 2 of 2 02 11 15 Speed Cushions: s} I1 tv. completed within 10 working days from the day of completing yLc any z:roet; if the contractor fails -to ilsta the speea e shions—wi hinrthe-1-0 days, a $100 df,-,.la.'.uidated damage will be assessod per each per day. 33 05 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall complete the adjustments within five (5) working days from the day of completing the asphalt overlay on any street and the street shall be open to traffic within 10 working days; if the contractor fails to install the speed cushions within the 10 days, a $100 dollars liquidated damage will be assessed per each appurtenance per day. 32 17 25 — Painting Curb Addresses: : Painting shall be completed within 10 working days from the day of completing the asphalt overlay on any street; if the contractor fails to complete the work within the 10 days, a $100 dollars liquidated damage will be assessed per block per day. 32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding within the 10 days, a $100 dollars liquidated damage will be assessed per block per day. 32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement pulverization process, Portland Cement shall be applied to the pulverized material. The contractor shall complete micro -cracking, priming and overlaying of the modified street within five (5) working days from modification. Failure to complete this work within the specified time, $100 liquidated damage will be assesses per day per block. ** Native soil can be used if it will sustain vegetation growth; otherwise, top soil must be used, if needed, and shall be compacted and leveled to grade. Also, all removed flatwork items shall be replaced as soon as possible. Under no circumstances, except for situations and / or conditions beyond your control, shall excavated areas remain open for more than three (3) working days. STREET REHABILITATION (2014-4) 02282 NOTES 10 DESIGNER: I. FILL. IN BLANKS AND/ CR '4:k1F1 ALL TEXTS IN BLUE. CHOOSE EITHER LIME (PER SECTION 32 11 29) OR CEMENT STASILI2ATION (PER SECDON 32 11 33)' 3. REYIEE DETAIL AS NECESSARY 1'O MATCH ACTUAL ROADWAY DESIGN. 4. IF CURB SPLIT IS USED, MA10TAIN CROSS SLOPE BASED ON CURB ON HIGH SIDE. 5. CCNSIOEP. ROADWAY CROSS SLOPE 4T INTERSECTION FOR ADA USERS; CROSS SLOPE DESIGN 6EOJIRED TO MEET FIELD CONDITIONS. 6. DESIGNER TO DETERMINE LIMITS OF TOP SOIL PLACEMENT TO MEET SPECIFIC JDD CONCIDCNC,. 1I 0 10.5' PARKWAY STANDARD SIDEWALK PER SECTION 32 13 20 TAMPED TOPSOIL PER SECTION 32 31 19 1" PER FT. (MIN,) .... 4:1 (MAX.) COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 00 6" - 6" IANDARD 0' 0R 7" CURB BY 24" GUTTER PER 32 16 13-0534 XX" ASPHALT PAVEMENT TYPE D PER SECTION 32 12 16 50' P.O.W. 29' ROADWAY 6" CROWN FORT WORTH XX" ASPHALT BASE TYPE 8 PER SECTION 32 12 16 STANDARD 6" 0R 7" CURB 8Y 24" GUTTER PER 32 15 13-D534 3> PROPOSED XX" XXXX STABILIZED SUBORADE B XY. LBS./SY PER SECTION 32 11 29 0R 32 11 33 6" - 12" 10.5' PARKWAY • TAMPED TOPS011. -- STANDARD PER SECTION SIDEWALK 32 91 13 PER STANDARD ON 6.PER FT (MIN.) y 4:1 (MAX.) 32 13 20 CITY OF FORT WORTH, TEXAS RESIDENTIAL ASPHALT STREET SECTION (L) COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 00 NOTE: 1. SIDEWALK SLOPE SHALL BE Y." PER FOOT (MAX) UNLESS DIRECTED OTHERWISE BY THE ENGINEER. REVISED: 08-31-12 32 12 16-D501 EXPANSION JOINT (TYP.) SIDEWALK / WALKING / SURFACE / / / 10:1 // MAX. r. LANDING (5' X 5' MIN.) a ce Q o SIDEWALK TRANSITION (TYP.) t \ • 10:1 MAX. EXPANSION JOINT (TYP.) X N Q SIDEWALK DETECTABLE WARNING SURFACE PER 32 13 20-D545 • CURB TRANSITION 5' MIN. CURB TRANSITION LIMITS OF PAYMENT FOR RAMP FACE OF CURB CITY OF FORT WORTH, TEXAS TYPE M-1 MID -BLOCK RAMP (SIDEWALK ADJACENT TO WALKING SURFACE) REVISED: 08-31-2012 32 13 20-D537 EXPANSION JOINT (TYP.) SIDEWALK CN N X 6" CURB (AS REQUIRED) / -- LIMITS OF PAYMENT FOR RAMP LANDING RAMP (5' X 5' MIN.) _ RAMP 12:1 MAX. 12:1 MAX. 20:1 MIN. 20:1 MIN. N1, I 'z Jr Jr---1�,-----Z-1 NON -WALKING J7 NI' J/ Jr SURFACE NL NI/ Jr J/ Jr Jr Jr 1, DETECTABLE WARNING SURFACE PER 32 13 20-D545 5' (MIN.) SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) SIDEWALK Jr \I. J/ Jr * J/ J J Jr Jr J/ J Jr J/ J/ \} J! * N Jr Jr 6" CURB (AS REQUIRED) FACE OF' CURB FORT WORTH CITY OF FORT WORTH, TEXAS TYPE M-2 MID -BLOCK RAMP (SIDEWALK ADJACENT TO NON -WALKING SURFACE) REVISED: 08-31-2012 32 13 20-D538 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 RAMP 12:1 MAX. in 20:1 MIN. CURB TRANSITION FORT WORTH 5' MIN. CURB TRANSITION SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) SIDEWALK N � FACE OF CURB LIMITS OF PAYMENT FOR RAMP CITY OF FORT WORTH, TEXAS TYPE M-3 MID -BLOCK RAMP (SIDEWALK ADJACENT TO CURB) REVISED: 08-31-2012 32 13 20-D539 SIDEWALK TRANSITION (TYP.) EXPANSION JOINT (TYP.) 6" CURB (AS REQUIRED) DETECTABLE WARNING SURFACE PER 32 13 20—D545 NOTE: 1. 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 ENT1RE LENGTH OF THE OPENING. SLOPE TO BE 2% MAX. IN ALL DIRECTIONS. SEE NOTE 1 FORT WORTH 4' MIN. -J J 0 rn 2% MAX. 1- L' LANDING (5' X 5' MIN.) d cr N N i RADIUS DETECTABLE WARNING SURFACE OPTIONAL LOCATION (SEE NOTE 1) NON WALKING SURFACE 6" CURB FACE OF CURB LIMITS OF PAYMENT FOR RAMP 5' MIN. RAMP WIDTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 TYPE P-1 PERPENDICULAR CURB RAMP 32 13 20-D540 EXPANSION JOINT (TYP.) 5" CURB (AS REQUIRED) DETECTABLE WARNING SURFACE PER 32 13 20-D545 NOTE: 1. IF THE DISTANCE FROM THE END OF THE RAMP TO THE BACK OF CURB 15 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. FORT WORTH z z — 5' MIN. J w 0 2% MAX. LANDING (5' X 5' MIN.) FACE OF CURB CO 0 U I � 1 I I I I/ LIMITS OF PAYMENT I l FOR RAMP // / / DETECTABLE WARNING SURFACE OPTIONAL LOCATION (SEE NOTE 1) TRANSITION 5' MIN. RAMP WIDTH CITY OF FORT WORTH, TEXAS TYPE P-2 PARALLEL CURB RAMP (SIDEWALK ADJACENT TO CURB) REVISED: 08-31-2012 32 13 20-D541 / 10:1 % MAX. CURB TRANSITION FORT WORTH CROSSWALK • a LANDING (5' X 5' MIN.) a 5' DETECTABLE WARNING SURFACE (TYP.) PER 32 13 20-D545 i 10:1 / MAX. ♦ ♦ m ! \\ ♦ \ CV bN \ 10:1 \\ MAX. \ MIN. LIMITS OF PAYMENT FOR RAMP CURB TRANSITION FACE OF CURB FACE OF CURB CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 TYPE C-1 MEDIAN OR ISLAND RAMP 32 13 20-D542 LANDING 00000000000 to. Z 00000000000 N 00000000000 00000000000 00000000000 DETAIL "A" TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN DETECTABLE WARNING PAVERS WITH TRUNCATED DOMES 1" MORTAR BED COMPACTED SUBGRADE #4 REBAR AT 18" 0.C. (MAX.) BOTH WAYS SECTION VIEW DETECTABLE WARNING SURFACE FACE OF CURB PREFABRICATED DETECTABLE WARNING PANEL WITH TRUNCATED DOMES — #4 REBAR AT 18" 0.C. / (MAX.) BOTH WAYS MINIMUM 5" DEPTH (EXCLUSIVE OF DETECTABLE WARNING MATERIAL) CLASS A CONCRETE (SHALL CONFORM TO SECTION 03 30 00 OF THE STANDARD CONSTRUCTION SPECIFICATIONS) FORT WORTH SIDEWALK RAMP LANDING OQ wad w 00000000000 00000000000 00000000000 00000000000 00000000000 RAMP DETECTABLE WARNING SURFACE DETAIL "6" 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 TEXAS 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 NOT 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 SURFACES MAY BE CURVED ALONG A CORNER RADIUS. 6. FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREMENTS 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 MATERIALS, 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, INC., WILLIAMSVILLE, NY. 8.2. TACTILE PAVERS (FIRED CLAY PAVERS) BY PINE 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. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 DETECTABLE WARNING SURFACE 32 13 20-D545 x4 BARS 0 18" 0.C.B.w. 1 ' I J t2" 12" LONG N4 BAR 0 24" O.C. CONCRETE PAVEMENT )" REDWOOD BOARD FULL DEPTH OF SIDEWALK THIS HALF OF DOWEL TO BE COATED WITH ASPHALT. SLIP CAP 24" #4 SMOOTH ROUND BAR 0 24" 0.C. MAXIMUM EXPANSION JOINT DETAIL 5' MIS. SIDEWALK CROSSSLOPE N 3" r 2% MAX. 1-'!I-11=III III-III_�I I Y} #4 BARS 0 18" COMPACTED 0.C.B.W. SUBGRADE TO 90% DENSITY SECTION VIEW SIDEWALK ADJACENT TO CURB. II 11,41 h-,.-.1111 • CURB w � ;III�IiI 12" 12" LONG 84 BAR 0 24" 0.C. SECTION VIE RAMP TIE—IN AT PAVEMENT 4' MIN. SIDEWALK CROSS SLOPE 13" 20 MAX. f_ 1 f - I,1,-,1111_-111 V/ HF-.IV1-111H1' IIILLL p4 BARS 0 18'� COMPACTED 0.C.B.W. SUBGRADE TO 90% DENSITY SECTION VIEW SIDEWALK /J4 BARS ®18" O.C.B.W. ,CONCRETE RAMP ▪ • o)I� COMPACTED SUBGRADE TO 90% DENSITY TOOLED GROOVE TO BE ti" DEEP DOWEL EXPANSION JOINT WITH REDWOOD BOARD EVERY 40' (MAX.) FOR 4' IDEWALK AND EVERY 50' (MAX.) FOR 5' SIDEWALK AND AT ALL RADII POINTS ,W (SEE EXPANSION JOINT DETAIL) NOTE: 1. W=SIDEWALK WIDTH 4' MIN. 5' IF SIDEWALK IS ADJACENT TO CURB, OR GREATER AS INDICATED ON THE PLANS. C U R B l i 12" LONG p4 BAR —+ 0 24" 0.C. FORT WORTH 12" ( I Ir -1- f -1_ I- I - t - -I--I -I- I-i I/I - M4 BARS 0 18" 0.C.B.W. PLAN REINFORCED CONCRETE SIDEWALK SIDEWALK CROSS SLOPE 2E MAX. v 5' I e1 1 >1 8" //' TAMPED / TOPSOIL 3/4" CHAMFER I 84 BAR 0 12" 0.C. #4 BAR 0 24" O.C. 2" CLEAR TYP. 2" SCH. 40 PVC WEEP HOLES 10.-0" 0.C. III�IIJII'I y4 BARS 0 18" 0.C.B.W. COMPACTED SUBGRADE TO 4• 900 DENSITY B" 1E- 7L.7-4_, it • ll1 l r f•1-1il FREE DRAINING Y Ll AGGREGATE — CONTINUOUS LENGTH �S.Tcf r1�OF RETAINING WALL • 1' III I IN I 1'-8" 6" MIN. SECTION VIEW SIDEWALK ADJACENT TO CURB WITH RETAINING WALL 0 0 Jr CITY OF FORT WORTH, TEXAS REVISED: 01-06-2014 SIDEWALK DETAILS 32 13 20-D546 NOTES TO DESIGNER: 1 FILL IN BLANKS AND/ OR VERIFY ALL TE';(T IN BLUE. SET GRADES TO CONVEY STORMWATER 'MTHIN R.O.W. OR EASEMENTS. 3. REYISE DETAIL AS NECESSARY TO MATCH ACIUAL ROADWAY DESIGN. 4 MODIFY 11E1AIL TO MEET SPEC1FIC CONISI'I10NS. 5. OUMAIY JOINT SPACING SAME AS SIDEWALK WIDTH. DRIVEWAY NOTES,. X' 5040DARO S10EWALK ZQ 4-- -_ —4 3 2 'DUMMY JO`INI1 N o SPACING 1 d ri STD. CURD & GUTTER eL CONSTRUCTION JOINT PER 32 13 13-0511 OR 32 13 13-D512 rc 2" — 6" 1. INSTALL EXPANSION JOINT (SEE DETAIL - THIS SHEET) WHERE DRIVEWAY CONNECTS TO SIDEWALK. PLACE EXPANSION JOINT FOR CONNECTION TO EXIST DRIVE AT BACK OF SIDEWALK. IF DRIVE CONSTRUCTION EXTENDS BEYOND ROW, PLACE EXPANSION JOINT AT BACK OF SIDEWALK THEN PLACE CONSTRUCTION JOINT PER 32 13 13-D512 AT CONNECTION WITH EXISTING DRIVE. 2. DUMMY JOINT IN DRIVEWAY RAMP IS OPTIONAL IN 11'-0" DRIVEWAY ONLY. DUMMY JOINT(S) IN DRIVE REQUIRED TO CORRESPOND WITH JOINT(S) IN CONCRETE PAVING. 3. SIDEWALK SECTION T1RU DRIVEWAY TO BE POURED SAME THICKNESS AS DRIVEWAY APPROACH, AND PAID FOR AS DRIVEWAY APPROACH. EXISTING SIDEWALK, IF ANY, SHALL BE REMOVED AND REPLACED. 4. PROVIDE 9" NMAC TRANSITION FOR DRIVEWAY TIE INTO EXISTING ASPHALT PAVEMENT. HMAC TRANSITION SUBSIDIARY TO DRIVE CONSTRUCTION. HMAC TRANSITION REQUIRED BEYOND 9' HMAC TRANSITION PAID PER TON PER SECTION 32 12 16. 5. THE GRADE BREAK AT THE GUTTER LINE AND AT ANY POINT WITHIN 10 FEET OF GUTTER LINE MUST NOT EXCEED 12 PERCENT. 6. ALL CONCRETE SHALL DE CLASS "A" PER SECTION 32 13 20. --11'-0" FOR SINGLE DWY.--- 18'-0" FOR DOUBLE DWY. SEE NOTE 1 REINFORCE 6' DRIVE W/ 43 BARS ® 18" 0.C.B.W. SAWED PER DUMMYJI JOINT 1 / 32 1313-516 SEE N01E 2 A GUTTER (//////////////X/////////i SEE N01E 4 SEE NOTE 1 SIDEWALK 0.5% (MIN.) 225 MAx --10'-0" MIN. SINGLE DWY.--- t]'-0' MIN. DOUBLE DWY. 20'-0" MIN. SINGLE DWY. 27'-0- MIN. DOUBLE Dwr. PLAN VIEW DRIVEWAY PAY LIMIT \RK'WAY W1D11. L SEE NOTE 3 SAWED DUMMY JOINT PER 32 13 13-516 REINFORCE 6' DRIVE W/y3 BARS 0 18" 4' PER FT, (MIN) 12% MAC- ') COMPACTED SUBGRADE PER 12' TIP SECTION 32 13 20 SECTION A -A REINFORCE X' 'WALK WITH 43 BARS 0 18' 0.0 B.w. CONSTRUCTION JOINT PER 32 13 13-0511 OR 32 13 13-0512 BLOCKOUT 24 BLOCKOUT FROM BACK OF CURB FOR DRIVEWAY APPROACH SEE NOTE 4 SEE NOTE 4 PROPOSED ASPHALT PAVING PER TYPICAL ROADWAY SECTION L _ CONSTRUCTION JOINT PER 32 13 13-0511 SEE NOTE 4 0R 32 13 13-0512 STABILIZED SUBGRADE PER PAVING TTPICAL SECTION 43 BARS 0 18' O.C.B.w. 1/2 44 • 24' SMOOTH DOWEL 0 18' 0.C. COMPACTED SUBGRADE PER SECTION 32 13 20 12" DOWEL COATING W/ GREASE DRIVEWAY EXPANSION JOINT 44 x 20' SMOOTH DOWEL 0 18" 0.C. INTO EXISTING PAVEMENT EXISTING CONCRETE DRIVE/SIDEWALK COMPACTED SUBGRADE PER SECTION 32 13 20 1117''.. ... 6' MIN EXPANSION JOINT, FORMED GROOVE ROUNDED TO $" RADIUS WITH SILICONE JCINT SEALER AND REDWOOD EXP. JOINT FILLER PER 32 13 13-0517 --1Y" MIN. CLEARANCE I DOWEL SLEEVE OR CAP TO FIT DOWEL AND BE SECURED BAR STOP -- EXPANSION JOINT WITHOUT DOWEL SUPPORT BASKET PER 32 13 13-0517 Y MIN, CLEARANCE 2" MIN. BAR STOP y3 BARS O 18" 0.C.B.W. PROPOSED DRIVE DOWEL SLEEVE OR CAP TO FIT DOWEL AND 8E SECURED DRIVEWAY EXPANSION CONSTRUCTION JOINT (BETWEEN EXIST & PROP ) FORT WORTH CITY OF FORT WORTH, TEXAS CONCRETE RESIDENTIAL DRIVEWAY APPROACH WITH RADIUS - ASPHALT PAVING T/2 I REVISED: 02-12-2014 32 16 13-D528 NOTES TO DESIGNER: 1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION. EXPANSION JOINTS PER 32 13 13-0513 /24" HMAC TRANSIT1OP % PER SECTION A -�-- / 32 12 16 /.\\\\\\\\\\\\,.. \\\\\ -. 7i, N.... ......„._ --ro i i i i i i i i i i i i ' i it i i i i i / / i i i. i j� i i i i i i i i i/ SEE NOTE 4 /// INTERSECTING VALLEY EXPANSION JOINTS PER 32 13 13-0513 9" HMAC -' TRANSITION PER SECTION 32 12 16 �9„-- SEE NOTE 4 COMPACTED SUBGRADE (SEE NOTE 2) #4BARS® 18" O.C.B.W. PLAN VIEW 1". MAX OR AS DIRECTED BY THE ENGINEER 8'-0" MIN, (RESIDENTIAL STREETS) SECTION A -A 9,,y SEE NOTE 4 NOTES: 1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL PAVING SECTION. 2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION. TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED. 3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT. 4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16. 5. GUIIER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT). FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 CONCRETE VALLEY GUTTER 32 16 13-D530 NOTES TO DESIGNER 1. FILL IN BLANKS AN0/ OR vEAIPY ALL TEXT IN BLUE 2. SET GRADES To CONVEY STORMWATER M11HIN R.O.W. DR EASEMENTS 3. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN. 4. MODIFY DETAIL 10 MEET SPECIFIC CONDITIONS PROPOSED ASPHALT PAVING PER TYPICAL SEC STABILIZED SUBDRA0E PER PAVING TIPICAL SECTION NEW CONSTRUCTION 1Y COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 DO MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION J4 24' SMOOTH �1Ytl TOP OF CURB —\ TOP OF PANS8NT PROPOSE SVBSRADE PER TYPICAL ROADWAY SECTION 9' j jAAC TRANSITION PER 32 12 1G SEAL ADM JOINT FILLER ASPHALT ENT I� I�IILI EXISTING SUBGRADE 1PANSI0N JOINT, FORMS] 0R0oVE ROUNDED TO X' RADIUS Wr1N J4" ?REMOLDED EXPANSION JOINT AND SIIICONE JOINT 07.ILANT Y.' MIN ir PER FT. a"onr J 0180 IMP '1I- 1711-11 .11"11F-11. .11.Ii .II..-I..11-1 BAR STOP DOWEL SLEEVE DR CAP 1O FIT DOWEL AND BE SECURED CURB AND GUTTER EXPANSION JOINT FORT WORTH 7—on SEE NOTE 1 fib" 7-4 7 44 BARS I,—B" EXISTING STRFFT PROPOSED SUBGRADE PER TYPICAL ROADWAY SECTION !DIE. 1, 200 LP MAXIMUM SPACING BETWEEN CURB AND CUTTER EXPANSION JOINTS 1. MINIMUM OATH IS 2'-0'. MATCH DOSING 'MOTH UP TO 7—B' TAMPS] TOPSOIL PER SECTION 32 01 10 1„llL L i - 12' - COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24120 MINMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 STANDARD CURB AND GUTTER 32 16 13-D534 LIFTING BOX HINGED COVER PLAN VIEW - FRAME AND COVER .�1 PROFILE VIEW - COVER OPENING FRAME WIDTH PROFILE VIEW - FRAME CONCRETE COLLAR AS REQUIRED PER MANHOLE LID ASSEMBLY DETAILS COLLAR SHALL EXTEND AT LEAST 3" MIN. BELOW MANHOLE TOP OUTSIDE DIAMETER SHALL BE GREATER THAN OR EQUAL TO OUTSIDE DIAMETER OF FRAME AND LESS THAN OR EQUAL TO OUTSIDE DIAMETER OF MANHOLE CONE OR TOP INSIDE DIAMETER SHALL BE EQUAL TO INSIDE DIAMETER OF FRAME PLAN VIEW - GRADE RINGS FORT WORTH RAM-NEK OR EQUIVALENT (TYP.) NOTES: 1. PROVIDE HINGED FRAME AND COVER WHERE INDICATED IN THE DRAWINGS AND ON DETAILS. 2. LIDS SHALL BE INTEGRALLY MARKED INDICATING "WATER "SANITARY SEWER", OR "STORM DRAIN" AS DESIGNATED ALONG WITH FORT WORTH LOGO PER SECTION 33 05 13. 3. ALL HINGED FRAMES AND COVERS SHALL REQUIRE A WATER -TIGHT GASKET. 4. FOR WATER AND SANITARY SEWER, ALL TYPES OF FRAMES SHALL ALLOW MINIMUM 30-INCH OPENING, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. 5. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH CONNECTING LINES OF 24-INCHES AND GREATER. 6. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A RIM ELEVATION GREATER THAN 12-INCHES ABOVE NATURAL GROUND. IF LID IS IN PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFIC 7- FRAME COVER // MAXIMUM OF 3 GRADE RINGS ALLOWED IN TRAFFIC AREAS GRADE RINGS SHALL BE CONCRETE, OTHERWISE HDPE WILL ALSO BE PERMITTED MANHOLE OR VAULT PER DRAWINGS CITY OF FORT WORTH, TEXAS REVISED: 06-19-2013 WATER -TIGHT HINGED MANHOLE FRAME, COVER AND GRADE RINGS • 33 05 13-D008 EXISTING HMAC PAVEMENT 2' MIN (TYP.) /. \ /.\ /\ /. /,/, / UNDISTURBED ��.' EXISTING SUBGRADE �`4.' TREATED SUBGRADE ACCEPTABLE BACKFILL OR AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 FORT WORTH CONCRETE COLLAR PLAN VIEW PROPOSED HMAC PAVEMENT REPAIR FRAME AND COVER AS INDICATED IN THE DRAWINGS SECTION VIEW EXISTING HMAC PAVEMENT PAVEMENT REPAIR PER ASPHALT PAVEMENT TRENCH REPAIR DETAILS AS INDICATED IN THE / DRAWINGS 7 MANHOLE OR VAULT PER DRAWINGS NOTES: 1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE OR VAULT IN THE SAME LOCATION. 2. IF GRADE RINGS ARE USED, THEY SHALL BE NO LESS THAN 2" THICK, AND SHALL NOT EXCEED 12" IN TOTAL HEIGHT. NO MORE THAN 3 TOTAL GRADE RINGS. SHALL BE ALLOWED. 3. MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. CITY OF FORT WORTH, TEXAS MANHOLE LID ASSEMBLY - EXISTING HMAC PAVEMENT (CONE) REVISED: 08-31-2012 33 05 13-D010 EXISTING HMAC PAVEMENT rrrrr Or, rr/ rfr1 / UNDISTURBED /\�,•; SUBGRADE \�.`. EXISTING TREATED /\ SUBGRADE 2' MIN. (TYP.) ACCEPTABLE BACKFILL OR AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 4ORTH CONCRETE COLLAR PLAN VIEW PROPOSED HMAC PAVEMENT REPAIR FRAME AND COVER AS INDICATED IN THE DRAWINGS A'%' ; G f'i>1 ; �' �.,.rtowam GROUT FACE 12" MAX. SMOOTH (TYP.) 2 ROWS RAM-NEK VARIES OR EQUIVALENT 18"-27" (TYP.) SECTION VIEW EXISTING HMAC PAVEMENT PAVEMENT REPAIR PER ASPHALT PAVEMENT TRENCH REPAIR DETAILS AS INDICATED IN THE DRAWINGS • % MANHOLE OR VAULT PER DRAWINGS NOTES: 1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE OR VAULT IN THE SAME LOCATION. 2. IF GRADE RINGS ARE USED, THEY SHALL BE NO LESS THAN 2" THICK, AND SHALL NOT EXCEED 12" IN TOTAL HEIGHT. NO MORE THAN 3 TOTAL GRADE RINGS. SHALL BE ALLOWED. 3. MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. CITY OF FORT WORTH, TEXAS MANHOLE LID ASSEMBLY - EXISTING HMAC PAVEMENT (FLAT TOP) REVISED: 08-31-2012 33 05 13-D011 NOTES TO DESIGNER. FOR INLET DEPTH "0' GREATER THAN 10'-0". DESIGNER IS REQUIRED TO PROVDE SPECIAL DETAIL FOR MEET MDRTE "L" GREATER I4AN 20'-0". DESIGNER IS REQUIRED TO PROVIDE SPECIAL DETAIL. CUTTER TRANSI EXPANSION JOINT PJ" PREMOLD EXPANSION JOINT MATERIAL GUTTER UNE CENTER OF 24" DIA. FORMED HOLE NOTES: LOCATION OF RING AND COVER TO BE AT BOTH ENDS OF INLET. FOR 20' INLETS, A00 RING AND COVER ON 00wNSTREAM SIDE OF TRANSVERSE BEAM, UNLESS OTHERYISE DIRECTED 8Y ENGINEER. FIELD CUT BARS B & C TO CLEAR MANHOLE Y8" PREM0L0 EXPANSION JOINT MATERIAL 1,0 •I A A BARS J A/ SYMMETRICAL ABOUT CE B 'L"/2 FLAN VIEW 6" 1 LIP OF CUTTER I J `LENGTH OF OPENING "L" II ` I I I TRANSVERSE BEAM SYMMETRICAL ABOUT CUTTER TRANS1110N 6' 1 (— CURB HEIGHT CUOUJT J (SEEONSTRSECTCTIONION 'AJ' & "8 "7 FRONT ELEVATION VIEW BARS C (TOP & BOTTOM SLAB) LENGTH OF OPENING "L" /)I 6" /// BARS E — TOP SLAB CONTROL POINT BARS F 0 7 )8' O.C. BARS F 0 7 Yi" O.C. BARS 8 — TOP SLAB 0 7 )5' 0.C. BARS G — BOTTOM SLAB 0 7 )i" 0.C. BARS 0 — BARS A 0 7 YJ" O.C. 4" BARS M AND 11/ BARS N TOP VFW Y GIDF SFOTION FROM LIP OF CUTTER 1 NI 2" 1 2 ENO SFCION TRANSVERSE BEAM DETAIL (FOR 15' AND 20' INLETS) NOTES: 1. MATERIALS AND WORKMANSHIP SHALL CONFORM MTH THE REEUIREMENTS OF CITY OF FORT WORTH STANDARD SPECIFICATION 33 49 20, CURB AND DROP INLETS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH rc 3,000 P51 AT 28 DAYS. 3. ALL REINFORCING STEEL SHALL BE GRADE 60. 4. CHAMFER ALL EXPOSED EDGES 3" EXCEPT WHERE OTHERWSE NOTED. 5. ALL REINFORCING STEEL SHALL HAVE MINIMUM 2" COVER TO CENTER OF BAR, UNLESS OTHERWISE NOTED. 6. ALL DIMENSIONS RELATING TO REINFORCING ARE TO CENTER OF BARS. 7. LOCATION OF STRUCTURE AS SHOWN IN PLANS REFERS TO CONTROL POINT AT THE FACE OF CURB AND MID —POINT OF THE INLET, AS SHOWN ON THIS DETAIL. B. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE PER TYPICAL MANHOLE / PIPE PENETRATION DETAIL (33 49 10-0415). 9. A SEALED Y4" EXPANSION 401NT SHALL BE PLACED ALONG ALL VERTICAL FACES ABUTTING CONCRETE PAVEMENT. 10. STANDARD INLET DEPTH "D" FOR NEW CONSTRUCTION SHALL 8E 4'-0" AT UPPER END, AND 4'-9" AT OUTLET END. OTHER DEPTHS MAY BE USED BASED ON PROJECT SPECIFIC CONDITIONS. MINIMUM 2% FALL SHALL BE USED IN ALL CASES. CITY OF FORT WORTH, TEXAS STANDARD STORM DRAIN INLET (SHEET 1 OF 2) REVISED: 08-31-2012 33 49 20-D405 NOTE: INLET DEPTH SHALL BE SHOWN ON STORM DRAIN PLAN & PROFILE SHEETS. 24" DIA. ACCESS IRING AND COVER PER 33 05 13-D009 �\ zz USUAL PERMISSIBLE CONSTRUCTION JOINT TRANSVERSE BEAM (15' & 20' INLETS ONLY) BARS C TOP SLOPE 1.5% (41. /FT) TOWARD CURB BARS B O 7 )9" 0.C. BARS C 0 7 )f" 0.0 PLASTIC MANHOLE STEPS AT 12"-12" SPREAD STAGGERED (PER 33 49 10-D414) ONLY FOR "D" 2. 5'-0" BARS F O 7 Yi" 0.C. BARS C O 7 )4 0.C. �'• 6" BARS C BACK OF CURB BARS ARSDE—*\ \I BARS M BARS N 6" MIN 12" MAX TOP ELEVATION AT CONTROL POINT 4 CUTTER DEPRESSION i' — CURB HEIGHT BARS D PERMISSIBLE CONSTRUCTION JOINT (LIMITS OF STAGE 1 CONSTRUCTION) 1,,_ -4.------A O 7 )5" 0.C. BARS C 0 7 Jr 0.C. PERMISSIBLE CONSTRUCTION JOINT I6� BARS G O 7 )9" 0.C. SECTION A SECTION B • NOTE: DIMENSION SHOWN FOR 6" CURB. INCREASE LENGTH BY i" FOR EACH ADDITIONAL 1" OF CURB HEIGHT. BARSC BARS D "W PLUS 0'-8" 12" 1Y•" BARS A (#4) BARS B (#4) "L" PLUS 0'-8" "L" PLUS 5'-6" BARS C & D (#4) "L" PLUS 0'-8" BARS E (#4) BARS F (#4) "W^ PLUS -8" BARS G (#4) I 2-4" I BARS J (#4) BARS M (#4) "W PLUS 0'-8" BARS N (#4) FORT WORTHCITY OF FORT WORTH, TEXAS STANDARD STORM DRAIN INLET (SHEET 2 OF 2) SECTION C REVISED: 08-31-2012 33 49 20-D405 Project_Name ANNABELLE LN AZTECA DR BRENTWOOD DR BURTON HILL RD CANTERBURY CIR CHRISTINE RD (W) CIENEGAS CIR EDGEFIELD RD EDGEFIELD RD ELLIS RANCH TRL FAIRFIELD AVE FAIRFIELD AVE FAIRWAY DR FAIRWAY DR (E) FAIRWAY DR (S) GREENWAY (RAMP) RD GREENWAY RD HERVIE ST HERVIE ST HIGHPOINT RD HIGHPOINT RD JILL LN KENTWOOD PL (E) KILPATRICK AVE LOLLITA CT (E) MICHIGAN AVE NW 20TH ST OAKLAWN DR RAVENSWOOD DR STARDUST LN (S) VINEWOOD ST WARRINGTON CT WILLIS AVE HMAC (2014-4) STREET REHABILITATION Bik Limits 2200 - 2299 5700 - 5899 6200 - 6299 1700 - 2199 1600 - 1613 4300 - 4499 1400 - 1699 700 - 799 800 - 899 4200 - 4424 2800 - 2999 3000 - 3299 2200 - 2299 2700 - 2899 4600 - 4699 6301 - 6305 6300 - 6349 3600 - 3699 3700 - 3799 4300 - 4399 4550 - 4699 1400 - 1499 6200 - 6299 5600 - 5699 2300 - 2399 800 - 899 1100 - 1398 3700 - 3899 6100 - 6199 4200 - 4499 1600 - 1799 1400 - 1499 7000 - 7499 Street Limits ELLIS RANCH TRL - HIGHPOINT RD CHARLOTT ST - DANCIGER RD OAK HILL RD - CANTERBURY CIR MERRICK ST - BYERS AVE BRENTWOOD DR - KENTWOOD PL MICHIGAN AVE - ISBELL RD NE DEAD END - OAK HILL RD WESTWOOD AVE - LAKEWOOD RD LAKEWOOD RD - ENGLEWOOD LN BRIARDALE RD - S DEAD END CALMONT AVE - LOCKE AVE LOCKE AVE - CAMP BOWIE BLVD ELLIS RANCH TRL - HIGHPOINT RD BENDRY ST - 2899 FAIRWAY DR MECCA ST - 4699 FAIRWAY DR FAIRFIELD AVE - GREENWAY RD FAIRFIELD AVE - RIDGLEA AVE WELLESLEY AVE - FLETCHER AVE FLETCHER AVE - BONNELL AVE RIDGEVIEW ST - S DEAD END FAIRWAY DR - TIMBERLINE DR BRENTWOOD STAIR RD - CHARLOTT ST OAK HILL RD - CANTERBURY CIR FARON ST - HORNE ST E CUL-DE-SAC - STARDUST LN CHRISTINE RD - OVID DR MARKET AVE - COLUMBUS AVE N BAILEY AVE - DRIVER AVE CIENEGAS CIR - OAK HILL RD RIDGEVIEW ST - LOLLITA CT BLUERIDGE DR - WEILER BLVD CUL-DE-SAC (N) - CHARLOTT ST SOUTHWEST BLVD - OLD BENBROOK RD Procedure Qty/LM CD Mapscc POL 0.14 8 91D POL 0.44 4 65Z POL 0.48 4 I 65Z MOL 0.77 7 I 75E POL 0.13 4 65Z POL 0.42 2 61Q POL 0.47 4 65Z POL 0.38 7 61V POL 0.48 7 61Q POL 0.31 8 91D FMOL 0.36 3 74L FMOL 0.8 3 74L POL 0.17 8 91D POL 0.4 8 92A POL 0.11 8 92B POL 0.08 3 74L POL 0.38 3 74L POL 0.14 3 75N POL 0.15 3 75N POL 0.07 8 91D POL 0.29 8 91D POL 0.21 4 65Y POL 0.4 4 65Z MOL 0.29 3 75N POL 0.13 8 91D POL 0.19 2 61Q MOL 0.52 2 62J MOL 0.39 7 61R POL 0.19 4 65Z POL 0.38 8 91D POL 0.7 4 79C POL 0.18 4 65Y POL 1.58 3 74W 12.13 z. a)ao uo (ITEM UNIT I 2 LS 31 LF 41 LF 5 SF 8 SF 7 SF 8 SF 9 SF 10 SF 11 EA 12 EA 13 SY 14 SY 15 LF 16 EA 17 EA 18 SY 19 TN 20 GA 21 CY 22 CY 23 CY 24 TN 251 SY 26 EA 27 SY 28 GA 29 SY 30I EA 31 EA 32 LF 33 LF 34 LF 351 EA 361 EA 37 EA 38 EA 39 EA 40 EA 41 SY 42 SF HMAC (20CITY Pi OJE�t 1 NO: 02282ATION TPW PROJECT NO: C293-541200-204620228283 STREET BY STREET QUANTITY DETERMINATION SPREADSHEET -ta � a k ITEM DESCRIPTION Utility Adjustment Remove & Replace Existing Concrete Curb and Gutter Install New Concrete Curb and Gutter Remove & Replace 6-Inch Concrete Driveway Remove & Replace 6-Inch Eexposed Aggregate Driveway Install New 6-Inch Concrete Driveway Remove & Replace 4-Inch Concrete Sidewalk Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk Install New 4-Inch Concrete Sidewalk Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA Ramp (w/ detectable warning dome -tile surface) Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning dome -tile surface) Remove & Replace Existing Concrete Valley Gutter Install New Concrete Valley Gutter 6" Perforated Pipe Subdrain Remove & Replace 5-Ft. Storm Drain Inlet -Too emove & Replace 10-Ft. Storm Drain Inlet -Too 8-Inch Pavement Pulverization 13 Ib/sy Cement Modification IRoadbond EN 1 'Unclassified Street Excavation Crushed Limestone Asphalt Pavement and Base Repair HMAC Pavement Level Up Wedge Milinp. 2-Inch to 0-Inch Depth. 5-Ft. Wide (Butt Joint -Milled 2-Inch HMAC Surface Millina Crack Sealing of Existing HMAC Pavement 2-Inch Surface Course TvQe "D" Mix Remove & Replace 30-Ft. Sneed Cushion w/ Striping Remove & Reciace 40-Ft. Speed Cushion w/ Stri(j?�in 4" Solid White Thermoplastic Hot Applied Spray (H SS Lane Lines 4" Solid Yellow Thermoolastic Hot MoiledSprav (HAS) Centerline AWG Traffic Looq Detector Cab:le Water Valve Box Adjustment With Steel Riser Water Valve Box Adjustment with Concrete Collar Water Meter Box Adiustment Manhole Adjustment With Steel Riser Manhole Adjustment With Concrete Collar Paintina House Addresses 'Grass Sod Replacement 'Retaining Wall Monthly Pickup of Bulky Items Ago 0 2,200 0 2,178 0 4,400 0 0 0 0 0 96 0 0 0 0 8.175 53 64 0 0 0 0 0 0 0 0 8,175 0 0 0 0 0 0 3 0 0 4 66 450 0 Week of the 3rd. Monday of the month a QTY 0 55 0 0 0 0 100 100 0 0 0 0 0 0 0 1 0 0 0 0 0 40 0 1,329 2 0 14 4.038 0 0 0 0 0 6 0 0 19 0 0 0 0 Week of the 3rd. Monday of the month Hu QTY I QTY QTY O 0 I 0 800 0 60 O 900 0 1,815 363 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 2,985 19 23 0 0 0 0 0 0 0 0 2.985 0 0 0 0 0 0 0 0 0 0 1,920 0 0 0 0 0 0 0 0 12 0 15 I 0 O 0 O 0 0 26 0 0 O 1,677 0 2 O 0 O 17 1.920 4.888 0 0 O 0 O 1.549 0 0 0 2 0 0 0 0 0 2 I 0 0 6 6 4 0 15 3 0 85 100 I 13 0 0 2 0 Week of the 4th. Monday of the month 0 0 0 0 W fx as o 0z QTY 0 250 176 0 0 0 0 0 0 0 0 0 0 0 0 0 2,625 17 21 0 0 0 0 0 0 0 0 2,625 0 0 0 0 0 0 3 0 0 0 2 44 0 Week of the Week of the Week of the 4th. Monday of 2nd. Monday of 2nd. Monday of the month the month the month 'Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wesnesday Wednesday Wednesday Page I or J W° qq A W �¢a Wa1aa QTY 0 250 0 0 0 0 0 0 0 0 0 50 0 0 0 0 2,489 16 19 0 0 0 0 0 0 0 0 2.489 0 0 0 0 0 0 3 0 0 5 0 50 I 0 Week of the 2nd. Monday of the month • a VAA,aa &W �wFaO. QTY 0 200 0 324 0 0 0 0 0 0 0 0 0 0 0 0 2,100 14 16 0 0 0 0 0 0 0 0 2,100 0 0 0 0 0 0 1 0 0 2 2 35 0 Week of the 3rd. Monday of the month Wednesday Wednesday Thursday Thursday Wednesday A U F d � O a QTY I 0 0 800 0 0 0 0 0 0 0 0 0 0 0 0 0 1,300 8 10 0 0 0 0 0 0 0 0 1.300 0 0 0 0 0 0 1 0 0 0 0 0 Week of the 3rd. Monday of the month Wednesday QTY 0 0 700 0 0 0 0 0 0 0 0 0 0 0 0 0 1,028 7 8 0 0 0 0 0 0 0 0 1.028 0 0 0 0 0 0 1 0 0 0 0 0 •�z v4H QTY 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,273 8 10 0 0 0 0 0 0 0 0 1,273 0 0 0 0 0 0 2 0 0 0 0 50 0 Week of the Week of the 3rd. Monday of 2nd. Monday of the month the month Wednesday Wednesday TOTAL Lumpsum 4,015 2,576 4,680 0 4,400 100 100 0 0 0 146 0 0 0 1 23,895 '(55 187 0 0 66 0 3.006 4 0 31 32821 0 1 549 0 8 18 0 25 23 88 827 0 HMAC (2 141 T sinryROJREHABI : 02T 28 ATION '1'PW PROJECT NO: C293-541200-204620228283 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEE' A 4 mco) a: ITE111 UNIT ITEM DESCRIPTION 2 LS Utility Adjustment 3 LF Remove & Replace Existing Concrete Curb and Gutter 4 LF Install New Concrete Curb and Gutter 5 SF Remove & Replace Existin 6-Inch Concrete Driveway 6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 7 SF Install New 6-Inch Concrete Driveway 8 SF Remove & Replace 4-Inch Concrete Sidewalk 9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 10 SF Install New4-Inch Concrete Sidewalk 11 EA Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch Ramp (w/ detectable warning dome -tile surface) 12 EA Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning dome -tile surface) 13 SY Remove & Replace Existing_Concrete Valley Gutter 14 SY Install New Concrete Valley Gutter 15 EA Remove & Replacef 5-Ft. Storm Drain Inlet -Top 16 EA Remove & Replace 10-Ft. Storm Drain Inlet -Top 17 LF 6-Inches Perforated Pipe - Subdrain 18 SY 8-Inch HMAC Pavement Pulverization 19 TON 13 Ib/sy Cement Modification 20 GA Roadbond EN 1 21 CY Unclassified Street Excavation 22 CY Crushed Limestone 23 CY HMAC Pavement and Base Repair 24 TON HMAC Pavement Level Up 25 SY Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 26 LF Butt Joint -Milled 27 SY 2-Inch HMAC Surface Milling 28 GAL Crack Sealing of Existing HMAC Pavement 29 SY 2-Inch Surface Course Type "D" Mix 30 EA Remove & Replace 30-Ft. Speed Cushion w/ Striping 31 EA Remove & Replace 40-Ft. Speed Cushion w/ Stripin 32 LF 4" Solid White Thermoplastic Hot Applied Spray ?HAS) Lane Lines 33 LF 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS) Centerline (s) 34 LF AWG Traffic Loop Detector Cab;le 35 EA Water Valve Box Adjustment with Steel Riser 36 EA Water Valve Box Adjustment with Concrete Collar 37 EA Water Meter Box Adjustment 38 EA Manhole Adjustment with Steel Riser 39 EA Manhole Adlustment with Concrete Collar 40 EA Painting House Addresses 41 SY Grass Sod Replacement 42 LS Re -Mobilization Monthly Pickup of Bulky Items (Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days tc ak F �Wa Ogaa cop waa QTY 0 100 0 0 0 0 0 0 0 0 0 �5A awo QTY 0 30 120 0 0 0 0 0 0 0 m A .400 0° dQia �i QTY 0 0 400 65 O 0 395 95 0 0 0 0 50 0 0 0 0 0 O 0 Om FH e0 1-4 UAPR. QTY 0 92 0 0 0 0 0 0 0 0 0 C�� m0O OC4 �+ OR'y i� U W 3�w �3H °igI zig, (32 � EaE�7o WzW4.o4 WW1 o `i1 o �wa�o >aa'ra, Uxat3. xOUw CaOUa UZCCa. TOTAL QTY QTY QTY QTY QTY QTY O 0 0 0 0 0 0 O 1,581 0 100 1,150 115 3.633 O 0 0 0 0 0 120 0 1,168 0 115 1,599 120 3.492 O 160 0 0 0 0 160 0 0 0 0 0 0 0 O 16 0 0 1,000 0 1.066 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 4 6 0 10 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 1,260 349 8 2 10 3 0 0 0 0 0 0 0 0 O 0 O 0 O 0 0 0 1,260 349 0 0 0 0 O 0 0 0 O 0 0 0 2 1 0 0 O 0 2 1 0 2 15 25 0 0 O 0 0 0 0 I 0 0 0 0 0 2,834 1,253 18 8 22 10 70 0 0 0 0 0 O 0 O 0 O 0 0 0 O 0 2,834 1,253 0 0 O 0 877 0 877 0 0 0 O 0 2 1 O 0 O 0 1 0 6 0 88 15 0 0 27 0 0 0 0 0 0 0 0 O 0 0 50 0 0 1,186 0 4,600 8 0 30 9 0 36 32 0 184 O 0 0 O 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 1,186 0 4,600 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 1 0 1 O 0 0 0 0 0 1 0 3 3 0 20 21 0 351 O 0 0 0 0 0 0 52 80 0 159 0 0 135 0 135 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 1,031 2,557 3,840 3,216 22.126 7 17 25 21 144 8 20 30 25 173 O 100 100 0 486 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,031 2,557 3,840 3,216 22.126 O 0 1 0 1 0 0 0 0 0 O 0 0 0 877 O 0 0 0 877 O 0 0 0 0 O 0 0 0 0 1 2 2 1 14 O 0 0 0 0 0 0 0 0 0 2 1 1 1 13 O 4 22 2 59 O 22 250 26 _ 813 0 0 0 0 0 Week of the Week of the Week of the Week of the Week of the Week of the 1st. Week of the Week of the Week of the Week of the st. Week of the 1st. 2nd. Monday of 2nd. Monday of lst. Monday of 1st. Monday of 1st. Monday of Monday of the 1st. Monday of 1st. Monday of 1st. Monday of Monday of the Monday of the the month the month the month the month the month month the month the month the month month month Wednesday Wednesday Thursday Thursday Thursday Thursday Thursday Thursday Thursday Thursday Thursday Page 2 of 3 27 LF Crack Sealing of Existing HNk4C Pavement 28 SY 22-I--nch Surface Course Type D" Mix 29 EA Remove & Replace 30-Ft. Speed Cushion w/ Striping 30 EA Remove & Replace 40-Ft. Speed Cushion w/ Striping 31 EA Water Valve Box Adjustment with Steel Riser 32 EA Water Valve Box Adjustment with Concrete Collar 33 EA `Water Meter Box Adjustment HMAC (2010-4) STREET REHABILITATION CITY PROJECT NO. 02282 TPW PROJECT NO.C293-541200-204620228283 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET o MI 0 111y 'U��P.nD.Ut rn PMP P. ii0.Ai 7IT M UNIT ITEM DESCRIPTION CrQTY QTY 1 CY 6' Retaining Wall 0 0 0 2 LS UtilityA4jstment 0 0 0 3 LF Remove & Replace Existing Concrete Curb and Gutter — 99 — 7,194 250 4 LF Install New Concrete Curb and Gutter 0 0 0 5 SF Remove 4Eteplace Existing 6-Inch Concrete Driveway 115 12,630 I 754 6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway _ 0 200 j 0 7 SF Install New 6-Inch Concrete Driveway 0 0 I 0 8SF Remove & Replace 4-Inch Concrete Sidewalk 20 1,520 16 9 F Remove & Replace 4-Inch Wosed Aggregate SidewalkWalk 0 0 0 10 SF Install New 4-Inch Concrete Sidewalk p0 _ 0 0 0 0 1 12 SF I11 SF nstall all New 4emove & -lInch ADlace ASWheting el Wheelchaheelchair ir detectableiwaDAn4-Inch 0 0 0 13 SY Remove & Replace Existin Concrete Valley Gutter 53 0 I 100 14 SY Install New Concrete Valley Gutter 0 0 0 15 EA Remove & Replacef 5-Ft. Storm Drain Inlet -Top 0 0 0 16 EA Remove & Replace 10-Ft. Storm Drain Inlet -Top 0 0 0 17 LF 6-Inches Perforated Pipe - Subdrain 0 0 0 18 SY 8-inch HMAC Pavement Pulverization 1,222 10,791 19 TON i26Ib(s _Cement Modification _ 8 _ 70 20 GA Roadbond EN 1 10 84 20 CY Unclassified Street Excavation 0 300 21 CY Crushed Limestone 0 0 22 CY HMAC Pavement and Base Repair 0 0 23 TON HMAC Pavement Level Up _ 0 0 24 LF Wedfiri MI nn, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 25 EA Butt 'joint -Milled _ 0 0 26 SY 2-Inch HMAC Surface Milling 0 I 0 0 0 1,222 0 0 0 2 10,791 0 0 0 2 0 I 34 EA Manhole Adjustment with Steel Riser 0 35 EA Manhole Adjustment with Concrete Collar 1 36 EA Painting House Addresses 2 0 0 1-4 1-4 1 a q re 0 a N Wu wa3� rFp E. fiTil a�'' Haascat W1ow WlWWa QTYCa 7fQTYdQTYa WWSQTYWWa 5. Q TYA O 0 0 0 10 0 0 0 0 0 200 15 30 15 1,329 0 0 82 0 16 0 0 2 0 0 0 5 210 37 SY Grass Sod Replacement 22 38 EA Brick Mail Box 0 12,000 0 Week of the Week of the Monthly Pickup of Bulky Items 1st. Monday of 4th. Monday of the month the month (Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Tuesday Wednesday 0 0 0 0 0 13 0 0 0 8,289 O 0 0 400 O 0 0 1,471 O 0 0 0 O 0 0 300 O 64 16 40 O 0 0 0 0 0 0 20 QTY Q 0 0 0 0 0 0 0 0 0 0 Y 0 2 1 0 0 0 2,244 15 18 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 50 O 0 0 0 0 0 0 TOTAL QTY 0 10 O 0 O 9,132 O 400 0 149z 0 0 O 300 O 1,692 O 0 O 20 O 6 O 0 O 203 O 50 O 1 O 0 0 0 0 O 0 0 0 0 192 0 1,836 1 0 12 2 0 14 0 3,557 0 23 0 28 0 O 0 O 0 O 19,842 O 129 O 155 0 0 O 0 0 190 0 O 490 O 0 O 0 2 0 0 0 0 0 O 0 528 0 O 0 2 0 O 0 0 0 83 8,289 0 0 0 0 0 0 0 10 56 0 Week of the 4th. Monday of the month Wednesday Page 3 of 3 0 0 O 0 O 0 O 0 O 0 0 0 6 0 2,244 192 1,832 1,836 O 0 0 0 O 0 0 0 0 0 0 0 1 0 O 0 O 0 O 15 O 0 O 528 O 2 O 8,289 O 89 3,557 0 O 0 O 0 0 0 1 0 1 O 0 0 0 1 0 44 0 0 0 0 1 0 O 29,963 O 0 O 0 O 1 O 7 9 0 O 9 O 0 O 0 2 2 0 O I 0 0 O 0 0 O 0 0 12 0 375 0 2 0 Week of the Week of the Week of theist Week of the Week of the 4th. Monday of 4th. Monday of Monday of the 1st. Monday of 3rd. Monday of the month the month month the month the month Wednesday Wednesday Tuesday Tuesday Wednesday O 0 O 11 O 234 O 12 497 O 2