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Contract 44459 (2)
CITY SECRETARY D.O.E. FILE CONTRACTOR'S BONDING CO.. CONSTRUCTION'S COPY CLIENT DEPARTMENT FORT WQRTH PROJECT MANUAL FOR THE CONSTRUCTION OF CITY sECRETARYL CONTRACT NO, HARRIET CREEK BRIDGE SIDEWALK AND RAILING IMPROVEMENTS City Project No. 02089 DOE No. 7021 Project Funding - C291-541200-20260208983 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Prepared by CHARLES CROOK CONSULTING, INC. FIRM REGISTRATION NO, F-10812 AV 1110 1506 W. PIONEER PKWY., SUITE 207 ARLINGTON, TEXAS 76013 817-274-7788 OFFICE 817-274-3285 FAX www.CCrookConsulting.com February 2013 RECEIVED MAY 17 2013 ye*a, * : iN ... * tj of CHARLES C C. CROOK 0 r -off•. 8i913 �tt80 .0:4 Eas° °�i��fONA' d OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Division 00 - 00 05 10 00 05 15 00 11 13 00 21 13 00 35 13 00 41 00 00 42 43 00 43 13 00 43 37 00 45 11 00 45 12 00 45 13 00 45 26 00 45 40 00 52 43 00 61 13 00 61 14 00 61 19 00 61 25 00 72 00 00 73 00 Division 01 - 01 11 00 01 25 00 013119 01 31 20 01 32 16 01 32 33 01 33 00 01 35 13 01 45 23 01 50 00 01 55 26 01 57 13 01 58 13 01 60 00 01 66 00 01 70 00 01 71 23 01 74 23 01 77 19 01 78 39 SECTION 00 00 00 TABLE OF CONTENTS General Conditions Mayor and Council Communication Addenda Invitation to Bidders Instructions to Bidders Conflict of Interest Affidavit Bid Form Proposal Foini Unit Price Bid Bond Vendor Compliance to State Law Nonresident Bidder Bidders Prequalifications Prequalification Statement Bidder Prequalification Application Contractor Compliance with Workers' Compensation Law Minority Business Enterprise Goal Agreement Performance Bond Payment Bond Maintenance Bond Certificate of Insurance General Conditions Supplementary Conditions General Requirements Summary of Work Substitution Procedures Preconstruction Meeting Project Meetings Construction Progress Schedule Preeonstruction Video Submittals Special Project Procedures Testing and Inspection Services Temporary Facilities and Controls Street Use Permit and Modifications to Traffic Control Storm Water Pollution Prevention Plan Temporary Project Signage Product Requirements Product Storage and Handling Requirements Mobilization and Remobilization Construction Staking and Survey Cleaning Closeout Requirements Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 000000-1 TABLE OF CONTENTS Page 1 of 2 Hanle' Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 000000-2 TABLE OF CONTENTS Page 2of2 1 Technical Specifications which have been created/modified by the Engineer specifically for 2 this Project; hard copies are included in the Project's Contract Documents 3 4 Division 32 - Exterior Improvements 5 32 99 98 Concrete Forrn Liner 6 32 99 99 Steel Hand Rail 7 8 Division 34 - Transportation 9 34 71 13 Traffic Control 10 11 Technical Specifications listed below are included for this Project by reference and can be 12 viewed/downloaded from the City's Buzzsaw site at: 13 14 htvs://proiectnoint.buzzsaw.conllelient/fortworthaov/Resources/02%20- 15 %20Construction%20Documents/Specifications 16 17 Division 02 - Existing Conditions 18 02 41 13 Selective Site Demolition 19 20 Division 03 - Concrete 21 03 30 00 Cast -In -Place Concrete 22 23 Division 31- Earthwork 24 31 10 00 Site Clearing 25 31 23 23 Borrow 26 31 24 00 Embankments 27 28 Division 32 - Exterior Improvements 29 32 13 13 Concrete Paving 30 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 31 32 13 73 Concrete Paving Joint Sealants 32 32 16 13 Concrete Curb and Gutters and Valley Gutters 33 32 17 23 Pavement Markings 34 32 91 19 Topsoil Placement and Finishing of Parkways 35 32 92 13 Hydro -Mulching, Seeding, and Sodding 36 37 Division 33 - Utilities 38 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 39 40 Appendix 41 GC-6.06D Minority and Women Owned Business Enterprise Compliance 42 GC-6.07 Wage Rates 43 GR-01 60 00 Product Requirements 44 45 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 5/7/2013 - Ordinance Nos. 20726-05-2013 & 20727-05-= 2013 DATE: Tuesday, May 07, 2013 LOG NAME: 20HARRIET CREEK BRIDGE IMPROVEMENTS SUBJECT: REFERENCE NO.: **C-26222 Adopt Supplemental Appropriation Ordinance increasing Estimated Receipts and Appropriations in the Red Light Camera Enforcement Fund in the Amount of $210,297.98 and Decrease the Assigned Red Light Camera Enforcement Fund Balance by the Same Amount, Authorize Transfer in the Amount of $210,297.98 from the Red Light Camera Enforcement Fund to the Specially Funded Capital Projects Fund, Award Contract with 2L Construction LLC, in the Amount of $154,117.00 for Safety Improvements on Harriet Creek Bridge and Adopt Appropriation Ordinances (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached supplemental appropriation ordinance increasing estimated receipts and appropriations in the Red Light Camera Enforcement Fund in the amount of $210,297.98 and decreasing the assigned Red Light Camera Enforcement Fund balance by the same amount; 2. Authorize the transfer in the amount of $210,297.98 from the Red Light Camera Enforcement Fund to the Specially Funded Capital Projects Fund for the purpose of Harriet Creek Bridge Safety Improvements; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Specially Funded Capital Projects Fund in the amount of $210,297.98 from available funds; and 4. Authorize the execution of a contract with 2L Construction LLC, in the amount of $154,117.00 for safety improvements on Harriet Creek Bridge (SH 114-Cowboy Trail). DISCUSSION: The Harriet Creek Bridge improvements will improve the safety of pedestrians, including school children, as they use the Harriet Creek Bridge en route to Carla Love Elementary School. The project will add a concrete barrier, hand rail, and additional sidewalks and will restripe the approach pavement on either end of the bridge. The project was advertised for bid on February 28, 2013 and March 7, 2013 in the Fort Worth Star - Telegram. On March 28, 2013, the following bids were received: BIDDERS AMOUNT 2L Construction LLC $154,117.00 Earth Builders, L.P. $169,501.00 Ashlar Contracting Company $193,957.00 r 1nE4 A Cs IPT rP E r rl PP rnnr' [MPRC1VFMFNTS Page 1 of 3 Recon, Inc. $226,216.20 In addition to the contract amount, additional funding is required for design fees, staff costs and contingencies in the amount of $56,180.98. M/WBE Office: 2L Construction LLC, is in compliance with the City's Business Diversity Ordinance by committing to 26 percent MBE participation on the project. The City's MBE goal on this project is 13 percent. This project is located in COUNCIL DISTRICT 2, Mapsco 642K. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and the adoption of the attached supplemental appropriation ordinance and appropriation ordinance, funds will be available in the current capital budget, as appropriated, in the Specially Funded Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers 1) R159 538070 0202505 2&3) C291 472159 2022602089ZZ 3)C291 531200 202260208930 3)C291 539120 202260208930 3)C291 531350 202260208952 3)C291 533100 202260208960 3)C291 533030 202260208960 3) C291 521020 202260208960 3)C291 533010 202260208981 3)C291 541200 202260208983 3)C291 531350 202260208984 3)C291 531200 202260208984 3)C291 531350 202260208985 FROM Fund/Account/Centers $210.297.98 2) R159 538070 0202505 $210.297.98 4) C291 541200 202260208983 $25.780.13 $100.00 $5.045.00 $300.00 $2.500.00 $100.00 $150.00 $161.822.85 $1.500.00 $3.000.00 $10.000.00 CERTIFICATIONS: Submitted for City Manager's Office by Originating_Department Head: Additional Information Contact: Fernando Costa (6122) Douglas W. Wiersig (7801) Alonzo Linan (7861) Najib Fares (7802) Khal Jaafari (7872) ATTACHMENTS 1. 20HARRIET CREEK BRIDGE IMPROVEMENTS_C291 A013.doc (Public) 2. 20HARRIETCREEK BRIDGE IMPROVEMENTS2159 SA013.doc (Public) 3. 20HARRIET CREEK Map Harrriet Creek bridge Improvement .pdf (Public) 4. funding verification.pdf (CFW Internal) $210.297.98 $154.117.00 r ')nuA PR (PT rRFFK RRif(:F i[MPRCIVFMFNTS Page 2 of 3 5. m&cadditionver.pdf (CFW Internal) 6. MBE Compliance Memo Harriet Creek Bridge .pdf (CFW Internal) 7. TPW FAR Harriet CReek Bridge Improvements.pdf (CFW Internal) r ')(11-1 A R RIFT rP FPI( RP Ifl('rP IMPR(lVFMPNTS PaSie ' i' i City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, May 07, 2013 R,EFERENCE NO.: LOG NAME: 20HARRIET CREEK BRIDGE IMPROVEMENTS 'a SUBJECT: Adopt a Supplemental Appropriation Ordinance Increasing Estimated Receipts and Appropriations in the Red Light Camera Enforcement Fund in the Amount of $210,297.98 and Decrease the Assigned Red Light Camera Enforcement Fund Balance by the Same Amount; Authorize the Transfer of $210,297.98 from the Red Light Camera Enforcement Fund to the Specially Funded Capital Projects Fund; Authorize a Contract in the Amount of $154,117.00 to 2L Construction LLC. for Safety Improvements on Harriet Creek Bridge Project; Provide for Design Fees, Staff Costs and Contingencies for a Project Total Amount of $210,297.98 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 2) RECOMMENDATION: it is recommended that the City Council: 1. Adopt the attached supplemental appropriation ordinance increasing estimated receipts and appropriations in the Red Light Camera Enforcement Fund by $210,297.98 and decreasing the assigned Red Light Camera Enforcement Fund balance by the same amount; 2. Authorize the transfer of $210,297.98 from the Red Light Camera Enforcement Fund to the Specially Funded Capital Projects Fund for the purpose of Harriet Creek Bridge Safety Improvements; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations for $210,297.98 in the Specially Funded Capital Projects Fund from available funds; and 4. Authorize the execution of a contract with 2L Construction LLC. in the amount of $154,117.00 for safety improvements on Harriet Creek Bridge (SH 114-Cowboy Trail). DISCUSSION: The Harriet Creek Bridge Improvements will improve the safety of pedestrians, including school children, as they use the Harriet Creek Bridge en route to Carla Love Elementary School. The project will add a concrete barrier, hand rail, additional sidewalks, and will restripe the approach pavement on either end of the bridge. The project was advertised for bid on February 28, and March 7, 2013 in the Fort Worth Star Telea_ ram. On March 28, 2013 the following bids were received: BIDDERS AMOUNT 2L Construction LLC. $154,117.00 Earth Builders, L.P. $169,501.00 Ashlar Contracting Company $193,957.00 Recon, Inc. $226,216.20 In addition to the contract amount, additional funding is required for design fees, staff costs and contingencies in the amount of $56,180.98. Logname: 20HARRIET CREEK BRIDGE IMPROVEMENTS Page 1 of 2 MWBE Office: 2L Construction LLC is in compliance with the City's Business Diversity Ordinance by committing to 26 percent MBE participation on the project. The City's MBE goal on this project is 13 percent. This project is located in COUNCIL DISTRICT 2, Mapsco 642K. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and the adoption of the attached supplemental appropriation ordinance and appropriation ordinance, funds will be available in the current capital budget as appropriated in the Specially Funded Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers 1)R159 538070 0202505 2&3)C291 472159 2022602089ZZ 3)C291 531200 202260208930 3)C291 539120 202260208930 3)C291 531350 202260208952 3)C291 533100 202260208960 3) C291 533030 202260208960 3)C291 521020 202260208960 3)C291 533010 202260208981 3)C291 541200 202260208983 3) C291 531350 202260208984 3) C291 531200 202260208984 3)C291 531350 202260208985 CERTIFICATIONS: FROM Fund/Account/Centers $210.297.98 2) R159 538070 0202505 $210,297.98 4) C291 541200 202260208983 $25.780.13 $100.00 $5.045.00 $300.00 $2,500.00 $100.00 $150.00 $161.822.85 $1.500.00 $3.000.00 $10.000.00 Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: Fernando Costa (6122) Douglas W. Wiersig (7801) Alonzo Linan (7861) Najib Fares (7802) Khal Jaafari (7872) ATTACHMENTS 1. 20HARRIET CREEK BRIDGE IMPROVEMENTS C291 AO13.doc (Public) 2. 20HARRIET CREEK BRIDGE IMPROVEMENTS �R159SAO13.doc (Public) 3. 20HARRIET CREEK Map Harrriet Creek bridae Improvement .pdf (Public) 4. _funding verification.pdf (CFW Internal) 5. m&cadditionver.pdf (CFW Internal) 6. MBE Compliance Memo Harriet Creek Bridge .odf (Public) 7. TPW FAR Harriet CReekBridge Improvements.pdf (Public) $210.297.98 $154.117.00 Logname: 20HARRIET CREEK BRIDGE IMPROVEMENTS Page 2 of 2 001.113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of additional sidewalks and rail improvements at Harriet Creek 6 Bridge (SR 114 and Cowboy Trail - Project), City Project # 02089 will be received by the City of 7 Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth, Texas 76102 13 until 1:30 P.M. CST, Thursday, March 28th, 2013, and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of approximately providing the following: 533 Linear Feet of 18 Concrete Traffic Barrier with Wrought Iron Hand Railing; 190 Square Yards of Concrete 19 Sidewalk; and 2 Type M-3 ADA Ramps. 20 21 PREQUALIFICATION 22 The improvements included in this project must be performed by a contractor who is pre- 23 qualified by the City at the time of bid opening. The procedures for qualification and pre- 24 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 25 26 DOCUMENT EXAMINATION AND PROCUREMENTS 27 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 28 of Fort Worth's Purchasing Division website at htto://www.fortworthgov.org/Purchasing/ and 29 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 30 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 31 suppliers. 32 33 Copies of the Bidding and Contract Documents may be purchased from Charles Crook 34 Consulting at 1506 W. Pioneer Parkway, Suite 207, Arlington, TX 76013 35 36 The cost of Bidding and Contract Documents is: 37 Set of Bidding and Contract Documents with full size drawings: $50 38 Set of Bidding and Contract Documents with half size (if available) drawings: $50 39 40 PREBID CONFERENCE 41 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 42 BIDDERS at the following location, date, and time: 43 DATE: March 18th, 2013 44 TIME: 11: 00 - 12: 00 p.m. 45 PLACE: 1000 Throckmorton Street, Room 270 46 Fort Worth, Texas 76102 47 LOCATION: City Hall, 2nd Floor, Southeast Corner 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or INQUIRIES All inquiries relative to this procurement should be addressed Attn: Khal Jaafari, City of Fort Worth Email: Khal.Jaafari@fortworthgov.org Phone: 817 392 7872 AND/OR Attn: Charles Crook, Charles Crook Consulting, Inc. Email: chuck@ccrookconsulting.com Phone: 817 274 7788 ADVERTISEMENT DATES February 28th, 2013 March 7th, 2013 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 001113-2 INVITATION TO BIDDERS Page 2 of 2 reject bids. to the following: Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0021 13-! INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, fine, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. 38 39 3.2. Each Bidder unless currently prequalified, trust be prepared to submit to City within 40 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.2.1. Submission of and/or questions related to prequalification should be addressed to 44 the City contact as provided in Paragraph 6.1. 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 Harnet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3 The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated tune frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data." 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. All additional information and data 43 which the City will supply after promulgation of the formal Contract Documents 44 shall be issued in the form of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0021 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 -- Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0021 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for pennanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or pennits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing tmprove tints CYti, Project Number - 02089 0021 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 forinal 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 Throckrnorton Street 13 Fort Worth, TX 76102 14 Attn: Khal Jaafari, Transportation and Public Works Department 15 Fax: 817 392 8092 16 Email: Khal.Jaafari(fortworthgov. org 17 Phone: 817 392 7872 18 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>. 24 25 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 41 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 44 will be retained by City until final contract execution. 45 46 8. Contract Times 47 The number of days within which, or the dates by which, Milestones are to be achieved in 48 accordance with the General Requirements and the Work is to be completed and ready for 49 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 50 attached Bid Form. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements Cif)' Project Number - 02089 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or -Equal" Items 5 The Contract, if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or -equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 8 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 12 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 13 14 11. Subcontractors, Suppliers and Others 15 16 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 17 12-2011 (as amended), the City has goals for the participation of minority business 18 and/or small business enterprises in City contracts. A copy of the Ordinance can be 19 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 20 SBE Utilization Forrn, Subcontractor/Supplier Utilization Form, Prime Contractor 21 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 22 Venture Form as appropriate. The Forms including documentation must be received 23 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 24 opening date. The Bidder shall obtain a receipt from the City as evidence the 25 documentation was received. Failure to comply shall render the bid as non- 26 responsive. 27 28 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 29 or organization against whom Contractor has reasonable objection. 30 31 12. Bid Form 32 33 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 34 obtained from the City. 35 36 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 37 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 38 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 39 price item listed therein. In the case of optional alternatives, the words "No Bid," 40 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 41 written in ink in both words and numerals, for which the Bidder proposes to do the 42 work contemplated or furnish materials required. All prices shall be written legibly. 43 In case of discrepancy between price in written words and the price in written 44 numerals, the price in written words shall govern. 45 46 12.3. Bids by corporations shall be executed in the corporate name by the president or a 47 vice-president or other corporate officer accompanied by evidence of authority to 48 sign. The corporate seal shall be affixed. The corporate address and state of 49 incorporation shall be shown below the signature. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Member - 02089 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 2 partner, whose title must appear under the signature accompanied by evidence of 3 authority to sign. The official address of the partnership shall be shown below the 4 signature. s 6 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 7 member and accompanied by evidence of authority to sign. The state of fornation of 8 the firm and the official address of the firm shall be shown. 9 10 12.6. Bids by individuals shall show the Bidder's name and official address. 11 - 12 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 13 indicated on the Bid Form. The official address of the joint venture shall be shown. 14 15 12.8. All names shall be typed or printed in ink below the signature. 16 17 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 18 which shall be filled in on the Bid Form. 19 20 12.10. Postal and e-mail addresses and telephone number for communications regarding the 21 Bid shall be shown. 22 23 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 24 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 25 to State Law Non Resident Bidder. 26 27 13. Submission of Bids 28 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 29 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 30 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 31 marked with the City Project Number, Project title, the name and address of Bidder, and 32 accompanied by the Bid security and other required documents. If the Bid is sent through the 33 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 34 with the notation "BID ENCLOSED" on the face of it. 35 36 14. Modification and Withdrawal of Bids 37 38 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 39 withdrawn prior to the time set for bid opening. A request for withdrawal must be 40 made in writing by an appropriate document duly executed in the manner that a Bid 41 must be executed and delivered to the place where Bids are to be submitted at any 42 time prior to the opening of Bids. After all Bids not requested for withdrawal are 43 opened and publicly read aloud, the Bids for which a withdrawal request has been 44 properly filed may, at the option of the City, be returned unopened. 45 46 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 47 time set for the closing of Bid receipt. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 14 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best 16 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price, contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers, and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs, maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded, City will award the Contract within 90 days after the day of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 19 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 22 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 003513-1 CONFLICT OF INTEREST AFFIDAVIT 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 Forin) 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 be downloaded from the website links provided below. httD://www.ethics.state.tx.us/forms/CIO.pdf state.tx.us/forms/CIO.pdf httn://www.ethics.state.tx.us/forrns/CIS.ndf 4 I CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Fonn is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: L. ( tot -5-11% a d- -L l-i,L. Company Pt°, i3DA `3'i.? Address City/State/Zip By: 'Nsti-i1 �C k L-tDet.4 (Pleas rint) Signature: Title: 37 END OF SECTION (Please Print) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project N,nnber - 02089 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 02089 SECTION 00 41 00 BID FORM Harriet Creek Bridge Sidewalk Reconstruction (SH 114 - Cowboy Trail) 00 41 00 BID FORM Page 1 of 7 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 00 41 00 00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 41 00 BID FORM Page 2 of 7 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: /74 a. Iv 1 b. c. d. 4. Time of Completion 4.1. The Work will be compete for Final Acceptance within 84 Calendar days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c, Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms {optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 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. CRY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 4300 43 37_00 45 12_00 3513_Bid Proposal Workbook.xls 7. Bid Submittal This Bid is submitted on , 3 [ 9--y /9-"9 t 3 by the entity named below. Res p ec tf (f 1 1 y3ri b m i tte d, By: C_?Q1�1.1R Title: Company: Address: (Sign (Printed Name) p State of Incorporation: '--rx Email: c 1/1:U 041._. rn.t.1 t o '4"Phone: j Receipt is acknowledged ofl 'the following Addenda: lAddendum No. 1: (Addendum No. 2: `Addendum No. 3: 'Addendum No. 4: Corporate Seal: END OF SECTION 00 41 00 BID FORM Page 3 of 7 Initial CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 4512_00 35 13_Bld Proposal Workbook.xls 004243 BID PROPOSAL Pogo 1 of l UNIT PRICE BID Bidlist Item No. SECTION 00 42 43 PROPOSAL FORM Project Item Information Bidder's Application Bidder's Proposal Description Specification Secfion Unit of Bid Quantity Unit Price Bid Value No, Measure 1 3471.0001 Traffic Control 34 71 13 MO 3 :4 .9 .2. , I ; S lI C; (} 0241.0100 Remove Sidewalk 02 41 13 SF 2.28 -;, W 0 I 1t:( 0, CS___ 3 3123.0102 Compacted Fill "" _ .... _................ __...._ ....__ ..... _.._ __ —_ 31 23 23 CY 40 _ C,5,,�'fJh ( o J,C O. j - 4 3292.0100 Grass Sod �'-may..� 32 91 19, 32 92 13 SF 600 © U G', C� C> - -- - - - _.. _. -----. 3213,0301 4" Concrete Sidewalk 32 13 20 SF 1710 t,. , G c: ic5, ),h ti , OP 9999.0001 5' Barrier Free Ramp, Type M-3 32 13 20 EA 2 i 1 c0C4 00 ;�Itot7,0 , cc, 9999.0002 Concrete Railing with Wrought Iron Rail Attached to Pavement 32 99 98, 32 99 99 LF 533 _o c.60 IC ,i ),(, 6',1; c 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 4 -Irrigation Control Valve (1) / ' 00 , CIO Lf aaCl, CO -Detector Check Valve Box (1) �e -Irrigation Control Valve (1) - — -Fire Hydrantili__._... 9 3305.0111 Valve Box Adjustment 33 05 14 EA 2 >dO,C 0 Vie,00 10 9999,0003 Remove Existing Sprinkler System and Cap Lines — 00 00 00 LS 1 " (04,0 w t? ' . tveo C Gl -1-;- 11 3217.2001 Raised Marker Type W 32 17 23 EA 994 LA , 0..,:' _ > f-4 r 0 4) 12 3217.2102 REFL Raised Marker Type I-C 32 17 23 EA 119 L(,aJ t{, C' 13 9999.0004 Remove Temporary Concrete Barriers - Take to storage yard 34 17 13 LS 1 4CtDa, O D (is t 00 u , CO Total Base Bid Alternate Bid 1 a 00 Deductive Alternate Bid Total Alternate Bid Total Deductive Alternate Bid Additive AllernateBid Total Additive Alternatelid Total Bid' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Prom Roviso4 20120120 00 41 00_00 43 13_00 42 43_00 43 37 00 45 12 00 35 l3_Bid Proposal Workbook 00 93 13 BID BOND Page 5 of 7 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) 0 hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of and No/100 Dollars ($ .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Harriet Creek Bridge Sidewalk Reconstruction (SH 114 - Cowboy Trail) 0 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this By: 0 *By: 0 *Attach Power of Attorney (Surety) for Attorney -in -Fact CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 day of , 2013. (Signature and Title of Principal) (Signature of Attorney -of -Fact) Impressed Surety Seal Only END OF SECTION 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_8id Proposal W orkbook.xds 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 7 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 aff oyr company or our parent company or majority owner is in the State of Texas. LtiJ/ BIDDER: 0 d 0 0 END OF SECTION By: 0 I J9 ieK f"V1 tz k\cst\N...k (Sign Title: 0 71)f Date: 3/ 4 l vt.rif �'J CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13_00 42 43 00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 00 45 12 BID FORM Page 7 of 7 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 0 0 0 0 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: . (�. z3 f "r�.�t�J4�a tLL C 0 Pe O C' �7x'. By: 0 t rr1:.1 = ,,fcf o 0 0 0 v ' END OF SECTION ture) Title: 0 Pros =c Date: 75/2-1/9r� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls FORT W0RTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Mark only one: Ej Individual Q Limited Partnership Q General Partnership Q Corporation [l Limited Liability Company City State Zip Code Street Address (required) City State Zip Code Telephone Fax E-mail Address Area Code Number Area Code Number Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-2 BIDDER PREQUALIFICA ION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm. (Check the block(s) which are applicable - Block 3 is to be left blank if Block 1 and/or Block 2 is checked) lhas fewer than 100 employees and/or Ihas less than $6,000,000.00 in annual gross receipts OR (does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in deteiulining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less. Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ;REVISED [INSERT REVISION DATE] 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or Less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED [INSERT REVISION DATE] 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment which you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present business name? List previous business names 3. How many years experience in organization had: (a) As a General Contractor: (b) As a Sub -Contractor? 4. *What projects has your organization completed in Texas and elsewhere? construction work has your LOCATION NAME AND DETAILED CONTRACT CLASS OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL AMOUNT WORK COMPLETED STATE TO WHOM YOU REFER If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer or owner of another organization that failed to complete a contract? If so, state the name of individual, other organization and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of individual, name of owner and reason. 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three years? NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION YEARS OF MAGNITUDE AND IN WHAT CAPACITY OR OFFICE CONSTRUCTION TYPE OF WORK EXPERIENCE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. . CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: State of Incorporation Date of Incorporation Charter/File No. President Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If an LLC: State of Incorporation: Date of Organization: File No. Officers or Managers (with titles, if any): If a partnership: State of organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers: Limited Partners (if applicable): Individuals authorized to sign for partnership: Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS `REVISED July 1, 2011 004513-7 BIDDER PREQUALEFICATION APPLICATION Page 7 of 8 14. Equipment 1$ TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 E 2 3 1 4 5 6 7 ( I 8 TOTAL' Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. hi the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 201 004513-8 BIDDER PREQUALIF1CATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as wall as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing staaeement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Finn Name: Signature: Sworn to before me this day of Notary Public Notary Public Hurst not be an officer, director, or stockholder or relative thereof. :CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 'REVISED July 1, 2011 2 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the infoiination by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number inay be obtained at www.dnb.corn. 35 d. Resumes reflecting the construction experience of the principles of the fern for firms 36 submitting their initial prequalifcation. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 004511 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets -- current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalif cation Application. A Bidder PrequaIification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 4 5 6 7 8 0045 11 -3 BIDDERS PREQUALIP ICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page l of l 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. 02089. 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 CONTRACTOR: 11 12 -Lc' "— �r/ �en Li._ L By: 13 Company (Please mint) 14 • 15 138/C Signature: - 16 Address 17 18 jZ e • '7 76 a Title: 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared �7 Ddrriinir•IG I_P.nnncrle, known to me to be the person whose naine is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of 2L ConStruc-Hon _ LLC for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2cL•*•',-, day of 33 34 35 36 WHITNEY N FISHER �, NOTARY PUBLIC ' I•A ^° 37 „� State of Texas - Notary Publ in and for the State of Texas coma. Exp. 09 04/2016 38 . 39 40 INAarcin , 20 0. be,441-71,.'- k Leo 14 e END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 (Please Print) Harriet Creek Bridge Sidewalk and Railing Inproyernents City Project Nennber - 02089 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 00 45 40 - 1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of 1 SECTION 00 45 3940 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the 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 apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 13% 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 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. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. 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 specifications. {}(7% VAIN � r . ��ii � � �5>. Y- 'i+?�"s�3S'�4£�3:7 :�:�' ',�..nfir an''�'-".:ems Ss�G � :5�a responsive a ^1; � ' Et .�:r' '®s��> eroz IN vdgh er he ►.gym do" entalto > per�so tcls ap elate a n 1' ye,�zo Jas.anagtNnxg yt� "�,., 'SA fAFt��i�t'S•` � Q !P' \��fE=1'tF1''t A A1A1 V ine t b atnfae� / _re" c ecei sh1eeIde el curve he t�fine oegteil-. i axe 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Fonn, 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 firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. -ha EtiteMi 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 pan., 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. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 00 52 43 - I Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on MAY 08 2013 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and 2L Construction, LLC, authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Proj ect identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Harriet Creek Bridge Sidewalk and Railing Improvements 16 City Proiect Number 02089 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 84 calendar days after the date 23 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 24 Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City One Thousand and 00/100 Dollars ($1,000.00) for each day that expires after the 34 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 35 of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 [Insert Project Name] [insert Project Numbed 00 52 43 - 2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Hundred Fiftv-Four Thousand, One Hundred 39 Seventeen and 00/100 Dollars ($154,117.00). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MWBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 [Insert Project Name] [Insert Project Number] 005243-3 Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to overate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in Dart. bv anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to overate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in Dart. 93 bv anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is perfounable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 [Insert Project Name] [Insert Project Number] 005243-4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 121 122 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 128 129 130 131 132 133 134 135 136 137 Contractor: B (Signature) DominteIL Let, nardo (Printed Name) Title: Address: City/State/Zip: Date City of Fort Worth By: Date Attest: (Seal) Fernando Costa Assistant City Manager ,c-eA-- - CP-1 Mary J. Kayser, City Secretary jJ? M&C C-2— Co. ZZZ Date: S /7 /i Approved as to Form and Legality: coo pt90oo0434;4P4 ! ` r , 14. et c%x Douglas W. Black m' c A { ftcOrr? /cr-t Assistant City Attorney APPROVAL RECOMMENDED: Douglas Wi4sig, P.E. DIRECTO Transportation & Public Works Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 SECTION 00 61 13 PERFORMANCE BOND § 0061 13 - 1 PERFORMANCE BOND Page 1 o1'2 Bond No. S413609 KNOW ALL BY THESE PRESENTS: 8 That we, 2L Construction, LLC, known as "Principal" herein and 9 Employers Mutual Casualty 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, One Hundred Fifty- 13 Four Thousand, One Hundred Seventeen and 00/100 Dollars "$154,117.00), lawful money of 14 the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum 15 well and truly to be made, we bind ourselves, our hews, executors, administrators, successors and 16 assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of MAY 0 8 2013 2013, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Harriet Creek Bridge Sidewalk and 22 Railing Improvements, City Project Number 02089 23 24 NOW, TTTFREFORE, 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 I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number 02089 0061 13-2 PERFORMANCE BOND Page 2 of2 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 MAY 08 2013,20 7 8 9 PRINCIPAL: 2L Construction, LLC 10 11 BY: 12 `signature 13 /��y 14 .M'It[a is A l� . 16 rincipal) Secretary 17 18 19 20 21 22 Witness as o Principal 23 24 25 26 27 28 29 30 31 32 33 Address: P.O. Box 712 34 Des Moines, IA 50306 35 1i _ ( /`- _ 717 Mulberry. Des Moines. IA 50306 36 37 Witness as to Surety Telephone Number: (5151280-2689 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. clay of 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20I 1 Dominick Leonardo, President Name and Title Address: P.O. Box 397 Rhome, TX 76078 SURETY: Employers Mutual Casualty Company BY: /.�fi.C2:_lG., Signature Charles K. Miller, Attorney -In -Fact Name and Title Harriet Creek Bridge Sidewalk and Railing improvements City Prgject Number 02089 2 SECTION 00 61 14 PAYMENT BOND 0061 14- PAYMENT BOND Page 1 of 2 Bond No. S413609 3 4 TIIE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, 2L Construction, LLC. known as "Principal" herein, and 8 Employers Mutual Casualty Company , a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One Hundred Fifty -Four Thousand, One Hundred Seventeen and 00/100 Dollars 13 ($154,117, 00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 16 WHEREAS Principal has entered into a certain written Contract with City, awarded the 17 day of MAY 08 2013 2013. which Contract is hereby referred to and made a part 18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 19 other accessories as defined by law, in the prosecution of the Work as provided for in said 20 Contract and designated as Harriet Creek Bridge Sidewalk and Railing Improvements, City 21 Project Number 02089 22 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. CITY OF FORT WORTH Harriet Creek Bridge Sidewalk and Railing bnpraventenls STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Qv Project Number 02089 Revised July 1, 2011 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WIIEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the - day of 3 MAY D R i013 , 20 4 ATTEST: � (a1 (Principal) Secretary liairktuAk 1J L rPLI • Witness as to -Principal ATTEST: PRINCIPAL: 2L Construction, LLC BY: ^ • �w c�il� Si ature Dominick Dominick Leonardo, President Name and Title Address: P.O. Box 397 Rhome, TX 76078 SURETY: Employers Mutual Casualty Company BY: 4 , Signature Charles K. Miller, Attorney -In -Fact (Surety) Secretary Name and Title LA Witness as to Surety Address: P.O. Box 712 Des Moines, IA 50306 717 Mulberry, Des Moines, IA 50306 Telephone Number: (515)280-2689 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 Harriet Creek Bridge Sidewalk and Railing hum-ovemenls STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 02089 Revised July 1, 2011 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 i SECTION 00 61 19 Bond No. S413610 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we 2L Construction, LLC, known as "Principal" herein and 9 Employers Mutual Casualty 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 One Hundred 13 Fifty -Four Thousand, One Hundred Seventeen and 00/100 Dollars ($154,117, 00), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of 15 which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, theVAip.c p§1, i entered into a certain written contract with the City awarded the 19 day of 2013. which Contract is hereby referred to and a made part 20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 21 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 22 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said 23 contract and designated as Harriet Creek Bridge Sidewalk and Railing Improvements, City 24 Project Number 02089 25 26 ; and 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 therefore at any time within the Maintenance 33 Period. 34 35 NOW THEREFORE, the condition of this obligation is such that if Principal shall 36 remedy any defective Work, for which timely notice was provided by City, to a completion 37 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 38 full force and effect. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number 02089 0061 19-2 MAINTENANCE BOND Page 2 of 3 2 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 3 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 4 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 5 the Surety under this Maintenance bond; and 6 7 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 8 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 9 Worth Division; and 10 11 PROVIDED FURTHER, that this obligation shall be continuous in nature and 12 successive recoveries may be had hereon for successive breaches. 13 14 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number 02089 0061 19-3 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 clay of 3 MAY 0 8 2013 , 20 . 4 5 6 7 8 9 10 11 ATTE�S�T:: 13 12 C X�G. 14 (Principal) Secretary 15 16 17 18 19 ta) 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTES 30 31 32 (Surety) Se 33 34 01 35 36 37 38 39 40 41 Witness as to Surety PRINCIPAL: 2L Construction, LLC BY: 019,4 Dominick Leonardo, President Name and Title Address: P.O. Box 397 Rhome, TX 76078 SURETY: Employers Mutual Casualty Company BY: (,/J2/2-t Signature / f)/k4U-J Address: P.O. Box 712 -etaty n Des Moines, IA 50306 717 Mulberry, Des Moines, TA 5nRn6 Charles K. Miller. Attornsv-In-Fact Nance and Title Telephone Number: (515)280-2689 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number 02089 THE ACE AND ' E ERSE". T , I . D C MENT H E A COLORE! F 'AG ! w 1HITE PA EMC Insurance Companies® No. A31920 P.O. Box 712 • Des Moines, IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: SHANNON LEWIS, CHARLES K. MILLER, STEVE RICKENBACHER, DAVID C. OXFORD, CLINTON NORRIS, SHERREL M. BREAZEALE, SOPHINIE HUNTER, STEVEN J. ZINECKER, PEGGY G. HOGAN, SHERI R. ALLEN, BRET TOMLINSON its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2014 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attomeys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attomey of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 18th day of FEBRUARY , 2011 . Seals .P5C0; NS(/yq� .G PP _o- SEAL `‘„,suRANe,.-.. =w= SEAL '/OWA` � �TUAZ / A, 00TU4 2sG9 rt4 om � � '4' j Commission L A.NumLObes183662 Z 1863 .., IOWA .' p 0 %NES, 1CN��P ®j My Comm.Exp. Mari 3 2014 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation Bruce G. Kelley, Chairman of Companies 2, 3, 4, 5 & 6; President of Company 1; Vice Chairman and CEO of Company 7 // Mief/e 1/20,/f Michael Freel Assistant Vice President/ Assistant Secretary On this 18th day of FEBRUARY AD 2011 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly swom, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires March 13, 2014. CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attomey issued pursuant thereto on FEBRUARY 18, 2011 on behalf of: SHANNON LEWIS, CHARLES K. MILLER, STEVE RICKENBACHER, DAVID C. OXFORD, CLINTON NORRIS, SHERREL M. BREAZEALE, SOPHINIE HUNTER, STEVEN J. ZINECKER, PEGGY G. HOGAN, SHERI R. ALLEN, BRET TOMLINSON Notary Public in and for the State of Iowa are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 8th day of May , 2013 . 7832 5-07) SIXT or veil Ica Ion o e au en icl y o e • ower o orney you may ca Vice President IMPORTANT OTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Employers Mutual Casualty Company, Union Insurance of Providence, and/or EMCASCO Insurance Company for information or to make a complaint at: Employers Mutual Casualty Company Attn: Surety Claims P.O. Box 712 Des Moines, IA 50303 (515) 280-2689 (515) 280-2994 Fax You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-048, Government Code, and Section 53.202, Property Code, effective September 1, 2001. 7209 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceunbe€2I, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Detenninations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTI3 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 - 12.01 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 12.02 Change of Contract Time 12.03 Delays Article 13 - 13.01 13.02 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 47 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 48 49 49 50 50 51 51 Payments to Contractor and Completion Schedule of Va1uPc Progress Payments 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 1 A AO 1't.VV 52 52 52 54 55 55 55 56 1'111111 VVll1r.11G L1V13 Delayed ai111 1 ai Li[Ll 1\C;L[3111c%Ci 1\Ci1GCtJ ) 14.09 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 ( I'Y OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: Decantxa'21, 2012 007200-1 General Conditions Page 1 of63 ARTICLE 1.--DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, teens 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 forrn, 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 WORTI STANDARD CONSTRUCTION SPECIFCA TON DOCUMENTS Revision: December21, 2012 00 72 00 - 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 coiporation, 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 Claina---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: Deceinber21, 2012 007200-1 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. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 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 SPEC IFCATION DOCUMENTS Revision: Decemtxs2l, 2012 007200-1 General Conditions Page 4 of 63 38. Final Inspection — Inspection car7ied 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 continence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49, PetroleumPetroleum, 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: December 21, 2012 00 72 00 - l 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 Docurents 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 wolf t'H STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dxembr21, 2012 00 72 00 -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, materiahnan, 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 WORTrI STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decembcr21, 2012 007200- I General Conditions Pagel 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 small 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 SPECIFCA'11ON DOCUMENTS Revision: Deceinber'2I, 2012 007200- 1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to 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 conforrnity 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: December 21, 2012 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, fornat 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: Decernber21, 2012 00 72 00 - 1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse 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 SPECIPCATION DOCUMENTS Revision: Decenter21, 2012 00 72 00 - I General Conditions Page 11 of63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or tennination 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: December21, 2012 00 72 00 - I General Conditions Page 32 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 SPFCIFCAT!ON DOCUMENTS Revision: Decernbet'21, 2012 007200-1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Tune Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time it 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d the eafety wn i of all such TT3;dergrrnnrl FarilitipS nnri rFnairing any riarna( e 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 CCFY OF FO1r1' WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision; December21, 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: December21, 2012 00 72 00 - General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm. such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and ull court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4. 06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individuals 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 WORTfI STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceinber21, 2012 007200-1 General Conditions Page 16 of63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and Ioss 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: December21, 20I2 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: December21, 2012 007200-I 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: Decenber21, 2012 007200-1 General Conditions Page 19 ofG3 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. AWWI .F 6—(TINTRACTOR'S RFCPONSTRTTJTTFC 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 ION SPEC IFCATION DOCUMENTS Revision: Dec:ern1 r21, 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 perfonn 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: December 21, 2012 007200-I General Conditions Page 21 of63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 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 sirnilar 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: I) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: axe' 2012 007200-1 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of perfonnance 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 narned 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: December21, 2012 007200-I 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 indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (inchtding 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: Decenrxi 21, 2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. 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 SPI1CIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Pagc25 or63 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 pertoiuiied 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 Goverment 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: Doxmtxr21, 2012 007200-I General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. 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 indemnif i' 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 WORTII STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Do eml��r21, 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 perrnits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Ariny 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 COPY OF FORT WORTH STANDARD CONSTR(JCTION SPEC(FCATION DOCUMENTS Revision: Deceniber21, 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 inforrnation may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httn://www.window.state.tx.us/taxinfo/taxfor7ns/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 SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIPCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, 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 there 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 infonn 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 Cornrrurnication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard cornlnunication 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. hi 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: Decenber21, 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 conforni 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: Decernber2l, 2012 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and 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 incoiporated 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 SPDCIFCATION DOCUMENTS Revision: Decenber21, 2012 00 72 00 - 1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1, observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include., without limitation, indemnity for costs, expense 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 ern' OP FORT WORTH STANDARD CONS'TRUCT(ON SP7 CIFCAT[ON DOCUMENT'S Revision: Decemlxr21, 2012 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPRR;ATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR QME nF THE 1AMAGES BEING SOUGH' 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 WORTFI STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 35 of63 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 fnancial 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 SPEC1FCAITON DOCUMENTS Revision: Doxmber21, 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: December21, 2012 00 72 00 - 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 Sit- to check the quantity the Work. City's Project Representative's efforts quality or quantity of .1 L,' Project \Vr✓1 VU V114HLlYV V11V1L.J 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 SPECIPCA'IJON DOCUMENTS Revision: Deeember21, 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 Worlc 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: DecemUcr21, 2012 00 72 00 - 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 Contact 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: De eniber21, 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 SPEC IFCATION DOCUMENTS Revision: Dooe ntxr21, 2012 00 72 00 - I General Conditions Page 41 o10 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 Priee 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 teen 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 SPECJFCATION DOCUMENTS Revision: December21, 2012 00 72 00 - I 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 perforrnance 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. 1 1, 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 perforrnance 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: December21, 2012 007200-1 General Conditions Page43 of63 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 11.01.A and 11.01.B, Contractor- will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost 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: December2l, 2012 007200-I 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: December2J, 2012 00 72 00 - 1 General Conditions Page 45 of 63 2. If the changes in quantities dr 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: Deceml :21, 2012 007200-1 General Conditions Pagc 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 deteriined 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 (deterlined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractors 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 SPEC1PCA'l ION DOCUMENTS Revision: December-21, 2012 00 72 00 - t 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: Deceinlyer21, 2012 007200-I 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 rej ected, 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. Cl'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeemlx'r21, 2012 00 72 00 - I 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 Bruited 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: Decemlxr•21, 2012 00 72 00 - I 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 terns 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 1 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 CON STIWUCTION SPECIFCATION DOCUMENTS Revision: Decetnl r21, 2012 007200-I 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 liinitation 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 SPEC IFCATION DOCUMENTS Revision: Dete nber21, 2012 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D, Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 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: Deceinber2l, 2012 007200-1 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 SPECIFCAT[ON DOCUMENTS Revision: Decemlxr21, 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: December21, 2012 00 72 00 - 1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any 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 perrnit 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 T Tnnn rnmnieft nrr htr Cnntractnr to CitAr'e eaticfnntinr; of am' ariuiitirmal \Xlnil- idPnttf eel rrl tile 'rnal Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Doeember21, 2012 00 72 00 - 1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments 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 SPEC1FCATION DOCUMENTS Revision: Deeemlx'r21, 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 deternned 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: Decetnber21, 2012 00 72 00 - 1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 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 perfoun 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 SPECWCATION DOCUMENTS Revision: Decernber21, 2012 00 72 00 - General Conditions Page 59 of63 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: December21, 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 terrnination; 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 b. 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 SPICIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and 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: D eem' r2l, 2012 00 72 00 - 1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other 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 Tunes 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 unposed 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 OE t-OR't' WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceember21, 2012 007200-1 General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion 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: Deceraber21. 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 4 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions, unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2, "Resolving Discrepancies" 25 26 Plans govern over Specifications and Specifications shall govern over standard details. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 32 Contract Drawings. 33 34 SC-4.O1A.1., "Availability of Lands" 35 36 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 14 37 February 2013: 38 39 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Denton CAD 584727 Northwest ISD Unknown 40 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 41 and do not bind the City. 42 43 If Contractor considers the final easements provided to differ materially from the representations on the 44 Contract Drawings, Contractor shall within five (5) Business Days and before proeeeding with the Work, 45 notify City in writing associated with the differing easement line locations. 46 47 SC-4.O1A.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 14 Febtuaiy 2013 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 4 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 14 February 2013: 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: 13 14 None 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 18 19 None 20 21 SC-4.06A., "Hazardous Environmental Conditions at Site" 22 23 The following are reports and drawings of existing hazardous environmental conditions known to the City: 24 25 None 26 27 SC-5.03A., "Certificates of Insurance" 28 29 The entities listed below are "additional insureds as their interest may appear" including their respective 30 officers, directors, agents and employees. 31 32 (1) City 33 (2) Consultant: None 34 (3) Other: None 35 36 SC-5.04A., "Contractor's Insurance" 37 38 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 39 coverages for not less than the following amounts or greater where required by laws and regulations: 40 41 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 42 43 Statutory limits 44 Employer's liability 45 $100, 000 each accident/occurrence 46 $100, 000 Disease - each employee 47 $500,000 Disease - policy limit 48 49 SC-5.0413., "Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 14 February 2013 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 4 1 2 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 3 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 4 minimum limits of 5 6 $1,000,000 each occurrence 7 $2,000,000 aggregate limit 8 9 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 10 General Aggregate Limits apply separately to each job site. 11 12 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 13 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 14 15 SC 5.04C., "Contractor's Insurance" 16 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 1'7 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 18 19 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 20 defined as autos owned, hired and non -owned. 21 22 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 23 least: 24 25 $250, 000 Bodily I jw y per person I 26 $500, 000 Bodily Injwy per accident I 27 $100, 000 Property Damage 28 29 SC-6.04., "Project Schedule" 30 31 Project schedule shall be tier 2 for the project. 32 33 SC-6.07., "Wage Rates" 34 35 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 36 Appendixes: 2008 Prevailing Wage Rate Table 37 38 SC-6.09., "Permits and Utilities" 39 40 SC-6.09A., "Contractor obtained permits and licenses" 41 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 42 None 43 44 SC-6.09B. "City obtained permits and licenses" 45 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 46 4'7 SC-6.09C. "Outstanding permits and licenses" 48 49 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 14 50 February 2013: 51 52 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 14 Febtuaiy 2013 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 4 OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 1 2 SC-7.02., "Coordination" 3 4 The individuals or entities listed below have contracts with the City for the performance of other work at 5 the Site: 6 Vendor None Scope of Work I Coordination Authority 7 8 9 SC-8.01, "Communications to Contractor" 10 11 None 12 13 SC-9.01., "City's Project Representative" 14 15 The following firm is a consultant to the City responsible for construction management of this Project: 16 17 None 18 19 20 SC-13.03C., "Tests and Inspections" 21 22 None 23 24 SC-16.01C.1, "Methods and Procedures" 25 26 None 27 28 29 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 14 February 2013 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 011100-1 SUMMARY OF WORK Page 1 0-13 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. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Humber- 02089 011100-2 SUMMARY OF WORK Paget of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 Iawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work, 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which night be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or- at all times to 38 provide site security. 39 c. The cost for all fence work associated with easements, including removal, 40 temporary closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 011100-3 SUMMARY OF WORK Page 3 of 3 I 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 I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 012500-I SUBSTITUTION PROCEDURES Page I of 5 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forrns and Conditions of the Contract 18 2. Division 1 -- General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1, Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. • 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Lnprovements City Project Number - 02089 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B, Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product V5 characteristics including, but not necessarily limited to: V6 a) Size V7 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c, For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3, In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Greek Bridge Sidewalk and Railing Improvements City Project Number - 02089 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item'as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 .- PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Pty./eel Number - 02089 012500-4 SUBSTITUTION PROCEDURES Page4of5 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including 19 engineering and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better (explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to 35 the specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Citi' Project Number - 02089 1 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 012500-5 SUBSTITUTION PROCEDURES Page 5of5 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 PART 1 - GENERAL SECTION 01 31 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 4 1.1 SUMMARY 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 August 17, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013119-2 PRECONSTRUCT1ON MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 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. Prelirninary 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 or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17.2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 31 19 -3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USEDI 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] 1 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements Cite Project Number - 02089 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 [Specifier; This Specification is intended_fbr use on projects designated as Tier 3 or Tier 4.] 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations 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 Forins and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Foinial project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance fonn to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nmnber - 02089 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 38 Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1, General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to deteuuine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0I3216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 F. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The tenrporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file foiniat and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 6 7 8 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. 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 I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013233-I PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 01 32 33 2 PRECONSTRUCTION VIDEO 3 PART 1 - GENERAL 4 11 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] 33 PART 2 .. PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nianber• - 02089 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMI 1"1 ALS 013300-1 SUBMITTALS Page ] of 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1, None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other • 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that 1 have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '12 inches x 1 l inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 e. Product Data /Shop Drawings/Samples /Calculations 45 B. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubrittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cit}=Project Number - 02089 013300-4 SUBMITTALS Page 4of8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 flan el Creek Bridge Sidewalk and Railing Improvements City Project Number - 01089 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1, The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Pennitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 43 44 45 46 47 48 Submittals will be returned to the Contractor under 1 of the following codes: a. Code l 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; I 1 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubrnittal is to be received by the City within 15 calendar days of the 16 date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubrnittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be retuned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Working Days prior to release for 49 manufacture. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 calendar days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Infounation (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20I1 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013300-8 S UBMIITALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 013513-I SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Coips of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 I. {Coordination with North Central Texas Council of Governments Clean 19 Construction Specification [remove if not required]} 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1— General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance . 39 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 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. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Coordination with the Texas Department of Transportation 28 1. When work in the right-of-way which is under the jurisdiction of the Texas 29 Department of Transportation (TxDOT): 30 a. Notify the Texas Department of Transportation prior to commencing any work 31 therein in accordance with the provisions of the permit 32 b. All work performed in the TxDOT right-of-way shall be performed in 33 compliance with and subject to approval from the Texas Department of 34 Transportation 35 B. Work near High Voltage Lines 36 1. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 2. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 3. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Air Pollution Watch Days 18 1. General 19 a. Observe the following guidelines relating to working on City construction sites 20 on days designated as "AIR POLLUTION WATCH DAYS". 21 b. Typical Ozone Season 22 1) May 1 through October 31. 23 e. Critical Emission Time 24 1) 6:00 a.m. to 10:00 a.m. 25 2. Watch Days 26 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 27 with the National Weather Service, will issue the Air Pollution Watch by 3:00 28 p.m. on the afternoon prior to the WATCH day. 29 b. Requirements 30 1) Begin work after 10:00 a.m. whenever construction phasing requires the 31 use of motorized equipment for periods in excess of 1 hour. 32 2) However, the Contractor may begin work prior to 10:00 a.m. if: 33 a) Use of -motorized equipment is less than 1 hour, or 34 b) If equipment is new and certified by EPA as "Low Emitting", or 35 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 36 alternative fuels such as CNG. 37 E. Use of Explosives, Drop Weight, Etc. 38 1, When Contract Documents permit on the project the following will apply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 01 31 13 43 F. Water Department Coordination 44 1. During the construction of this project, it will be necessary to deactivate, for a 45 period of time, existing lines. The Contractor shall be required to coordinate with 46 the Water Department to determine the best times for deactivating and activating 47 those lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] !Harriet Creek Bridge Sidewalk and Railing improvements City Project Number - 02089 01 3513 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 G. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 infounation: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 H. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 inforrnation: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Naine of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 I. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE perrnits are required, meet all requirements set forth in each designated 16 permit. 17 J. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 3. Railroad Flagmen 33 a. Submit receipts to City for verification of working days that railroad flagmen 34 were personnel were present on Site. 35 K. Dust Control 36 1. Use acceptable measures to control dust at the Site. 37 a. If water is used to control dust, capture and properly dispose of waste water. 38 b. If wet saw cutting is performed, capture and properly dispose of slurry. 39 L. Employee Parking 40 1. Provide parking for employees at locations approved by the City. 41 M. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 42 Construction Specification [if required for the project — verify with City] 43 1. Comply with equipment, operational, reporting and enforcement requirements set 44 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0I 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE July 2011 Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and flailing Improvements City Project Number - 02089 013513-7 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: Harriet Creek Bridae Sidewalk and Railina Improvements to Mapsco Location: 642K 11 Limits of Construction: SH114 to Cowboy Trail 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR t 9 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 GALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date} Harriet Creek Bridge Sidewalk and Railing lmpravenwents City Project Number - 02089 OI35I3-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B EQ4ORTH DOE XXXX X Project: 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, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Harriet Creek Bridge Sidewalk and Railing Improvements City Project. Number - 02089 014523-I 'TESTING AND INSPECTION SERVICES Page I of 2 SECTION 0145 23 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 Ilairiet Creek Bridge Sidewalk and Railing Improvements City Project Manlier - 02089 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. Nance 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 INOT 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 Harriet Creek Bridge Sidet alk and Railing Improvements City Project Number - 02089 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 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 perfonned 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 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railnig Improvements City Project Number - 02089 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 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 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviser' July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 t 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Cieek Bridge Sidewalk and Railing Improvements Cifi Project Number - 02089 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project.Number - 02089 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 015713-1 STORM WATER POLLUTION PREVENTION Pagel of'3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1 Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Comnussion on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1 Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Stonn Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stonnwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 015713-2 STORM WATER POLLUTION PREVENTION Page2of3 I B, Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOT form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Subnut in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Enviromnental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Pro%ect Number - 02089 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 58 13 - I TEMPORARY PROJECT SIGNAGE Page 1 of 4 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 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 ioR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 5813 -2 TEMPORARY PROJECT SIGNAGE Page 2 of 4 1 B. Materials 2 1. Sig" 3 a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better 4 C. Content 5 1. Sign 6 a. The legend of the Project Designation Sign shall indicate the name, address and 7 phone number of the Contractor. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General 16 1. Provide vertical installation at extents of project. 17 2. Relocate sign as needed, upon request of the City. 18 B. Mounting options 19 a. Skids 20 b. Posts 21 c. Barricade 22 3.5 REPAIR / RESTORATION [NOT USED] .23 3.6 RE -INSTALLATION [NOT USED] 24 3.7 FIELD EoR] SITE QUALIFY 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 31 A. General 32 1. Maintenance will include painting and repairs as needed or directed by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 3.14 ATTACIIMENTS [NOT USED] 2 3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 4 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 015813-4 TEMPORARY PROJECT SIGNAGE Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 i 44 61„ _ 2 =I 2 4` FoRT WORTH Project Title Funding 4 11 3" 12" Contractor: 1„ 2211 Contractor's Name 2 -12„ 11" 2 11„ 2 12„ 4 1 " TYP. Questions on this Project Call:... (817) 392 - XXXX After Hours Call: (817) 392 - XXXX FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS 725 - BROWN LETTERING - PMS 288 - BLUE BACKGROUND - WHITE BORDER - BLUE - 2-„ 1" TYP, NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" 1 LOGO AT CDR SIGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DRAWING NO. 1 - H I DATE: 2 SECTION 01 60 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Pagel of 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED) 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 0I6000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Protect Nunher- 02089 1 2 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1 None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Cheek Bridge Sidewalk and Railing Improvements City Project Number - 02089 DATE NAME 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20] 1 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing hnpmve7Rents City Project Number - 02089 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 01 70 00 - MOBILIZATION AND REMOBILIZATION Page I of 3 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION 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 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 01 70 00 - 2 MOBILIZATION AND REMOBILIZATTON 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 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 017000-3 MOBILIZATION AND REMOBILIZATION 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 061 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 017123-1 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 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 017123-2 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 Docurnents. 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 innnediately 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 [old 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 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 01 71 23 - 3 CONSTRUCTION STAKING Page 3 of 3 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing Tinprovements City Project Number - 02089 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 74 23 CLEANING 017423-1 CLEANING Page 1 of 4 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 I. 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 Harriet Creek eek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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. Inteiurediate 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 Harriet Creek Bridge Sidewalk and Railing Improvements Cite Prefect Number - 02089 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] g END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing linprovements Cite' Project Number - 02089 I 2 3 PART 1 - GENERAL SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 11 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 liinited 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 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 0177 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 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing improvements City Project Nunther- 02089 1 2 3 PART1. GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFOR1'1ATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A, Maintenance of Job Set 34 1, Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable nlunber of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job setof those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 024113-I SELECTIVE SITE DEMOLITION Page I of 5 1 SECTION 02 41 13 2 SELECTIVE SITE DEMOLITION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing sidewalks and steps. 7 2. Removing ADA ramps and landings. 8 3. Removing driveways. 9 4. Removing fences. 10 5. Removing guardrail 11 6. Removing retaining walls (less than 4 feet tall). 12 7. Removing mailboxes. 13 8. Removing rip rap. 14 9. Removing miscellaneous concrete structures including porches and foundations. 15 10. Disposal of removed materials. 16 B. Standard Details 17 1. Paving Removal and Selective Site Demolition — Removal Pay Limits 18 C. Deviations from City of Fort Worth Standards 19 1. None 20 D. Related Specification Sections include but are not necessarily limited to 21 1. Division 0 - Bidding Requirements, Contract Fonns, and Conditions of the 22 Contract. 23 2. Division 1 - General Requirements. 24 3. Section 31 23 23 - Fill. 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement: 28 a. Remove Sidewalk: measure by square foot. 29 b. Remove Steps: measure by the square foot as seen in the plan view only. 30 c. Remove ADA Ramp: measure by each. 31 d. Remove Driveway: measure by the square foot by type. 32 e. Remove Fence: measure by the linear foot. 33 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 34 including metal beam guard fence transitions and single guard rail terminal 35 sections from the center of end posts. 36 g. Remove Retaining Wall (less than 4 feet tall): measure by the Iinear foot 37 h. Remove Mailbox: measure by each. 38 i. Remove Rip Rap: measure by the square foot. 39 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 40 2. Payment: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing hnproveinents City Project Ninnber - 02089 024113-2 SELECTIVE SITE DEMOLITION Page 2of5 1 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. . 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. 5 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 6 tools, equipment, labor and incidentals needed to execute work. 7 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 8 hauling, disposal, tools, equipment, labor and incidentals needed to execute 9 work. Work includes ramp landing removal. 10 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 11 disposal, tools, equipment, labor and incidentals needed to remove improved 12 driveway by type. 13 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 14 equipment, labor and incidentals needed to remove fence. 15 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 16 unloading, and storing or disposal; furnishing backfill material; backfilling the 17 postholes; and equipment, labor, tools, and incidentals. 18 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 19 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 20 needed to execute work. Sidewalk adjacent to or attached to retaining wall 21 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 22 removal. 23 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 24 equipment, labor and incidentals needed to execute work. 25 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 26 disposal, tools, equipment, labor and incidentals needed to execute work. 27 j Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 28 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 29 execute work. 30 1.3 REFERENCES 31 A. Definitions 32 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 33 pavers. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Jidy 1, 201 1 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 02 41 13 -3 SELECTIVE SITE D} MOLITION Page 3 of 5 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 [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Fill Material: See Section 31 23 23. 14 2.3 ACCESSORIES [NOT USEDJ 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USEDJ 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 REMOVAL 21 A. Remove Sidewalk 22 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 B. Remove Steps 25 1. Remove step to nearest existing dummy, expansion or construction joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 C. Remove ADA Ramp 28 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 29 See 3.4.K. 30 2. Remove ramp to nearest existing dummy, expansion or construction joint on 31 existing sidewalk. 32 D. Remove Driveway 33 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 34 3.4.K. 35 2. Remove drive to nearest existing dummy, expansion or construction joint. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harries Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 02 41 13 - 4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 2 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 3 joint on existing sidewalk. 4 E. Remove Fence 5 1. Remove all fence components above and below ground and backfill with acceptable 6 fill material. 7 2. Use caution in removing and salvaging fence materials. 8 3. Salvaged materials may be used to reconstruct fence as approved by City or as 9 shown on plans. 10 4. CONTRACTOR responsible for keeping animals (livestock, pets, etc.) within the 11 fenced areas during construction operation and while removing fences. 12 F. Remove Guardrail 13 1. Remove rail elements in original lengths. 14 2. Remove fittings from the posts and the metal rail and then pull the posts. 15 3. Do not mar or damage salvageable materials during removal. 16 4. Completely remove posts and any concrete surrounding the posts. 17 5. Furnish backfill material and backfill the hole with material equal in composition 18 and density to the surrounding soil unless otherwise directed. 19 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 20 foot below the new subgrade elevation and leave in place along with the dead man. 21 G. Remove Retaining Wall (less than 4 feet tall) 22 1. Remove wall to nearest existing joint. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 3. Removal includes all components of the retaining wall including footings. 25 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 26 H. Remove Mailbox 27 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 28 reconstruction. 29 1. Remove Rip Rap 30 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 31 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 32 J. Remove Miscellaneous Concrete Structure 33 1. Remove portions of miscellaneous concrete structures including foundations and 34 slabs that do not interfere with proposed construction to 2 feet below the finished 35 ground line. 36 2. Cut reinforcement close to the portion of the concrete to remain in place. 37 3. Break or perforate the bottom of structures to remain. to prevent the entrapment of 38 water. 39 K. Sawcut 40 1. Sawing Equipment 41 a. Power -driven CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cite Project Number- 02089 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 b. Manufactured for the purpose of sawing pavement 2 c. In good operating condition 3 d. Shall not spall or fracture the pavement to the removal area 4 2. Sawcut perpendicular to the surface completely through existing pavement. 5 3.5 REPAIR ]NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING INOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SUMMARY OF CHANGE TTarriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-1 CAST -IN -PLACE CONCRETE Page I of 25 1 SECTION 03 30 00 2 CAST -IN -PLACE CONCRETE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, 7 mixture design, placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. Slabs -on -grade 11 d. Foundation walls 12 e. Retaining walls 13 f. Suspended slabs 14 g. Blocking 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. Measurement 23 a. This Item is considered subsidiary to the structure or Items being placed. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to the structure or Items being placed and no other compensation 27 will be allowed. 28 1.3 REFERENCES 29 A. Definitions 30 1. Cementitious Materials 31 a. Portland cement alone or in combination with 1 or more of the following: 32 1) Blended hydraulic cement 33 2) Fly ash 34 3) Other pozzolans 35 4) Ground granulated blast -furnace slag 36 5) Silica fume 37 b. Subject to compliance with the requirements of this specification 38 B. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Lnprovements City Project Number - 02089 033000-2 CAST -IN -PLACE CONCRETE Page 2 of 25 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Association of State Highway and Transportation (AASHTO): 5 a. M 182, Burlap Cloth Made from Jute or Kenaf. 6 3. American Concrete Institute (ACI): 7 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 8 b. ACI 301 Specifications for Structural Concrete 9 c. ACI 305.1 Specification for Hot Weather Concreting 10 d. ACI 306.1 Standard Specification for Cold Weather Concreting 11 e. ACI 308.1 Standard Specification for Curing Concrete 12 f. ACI 318 Building Code Requirements for Structural Concrete 13 g. ACI 347 Guide to Formwork for Concrete 14 4. American Institute of Steel Construction (AISC): 15 a. 303, Code of Standard Practice for Steel Buildings and Bridges. 16 5. ASTM International (ASTM): 17 a. A36, Standard Specification for Carbon Structural Steel. 18 b. A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel 19 Hardware. 20 c. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting 21 Materials for High -Temperature Service and Other Special Purpose 22 Applications. 23 d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for 24 Concrete Reinforcement. 25 e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for 26 Concrete Reinforcement. 27 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 g. C33, Standard Specification for Concrete Aggregates. 30 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 33 Beams of Concrete. 34 j. C94, Standard Specification for Ready -Mixed Concrete. 35 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 36 Mortars (Using 2-inch or {50-niilimeter] Cube Specimens) 37 1. C143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 38 in. C171, Standard Specification for Sheet Materials for Curing Concrete. 39 n. C150, Standard Specification for Portland Cement. 40 o. C172, Standard Practice for Sampling Freshly Mixed Concrete. 41 p. C219, Standard Terminology Relating to Hydraulic Cement. 42 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 43 Pressure Method. 44 r. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 45 s. C309, Standard Specification for Liquid Membrane -Forming Compounds for 46 Curing Concrete. 47 t. C494, Standard Specification for Chemical Admixtures for Concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-3 CAST -IN -PLACE CONCRETE Page 3 of 25 1 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 2 Pozzolan for Use in Concrete. 3 v. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 4 Concrete. 5 w. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for 6 Use in Concrete and Mortars. 7 x. C1017, Standard Specification for Chemical Admixtures for Use in Producing 8 Flowing Concrete. 9 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 10 Concrete. 11 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 12 Cement Concrete. 13 aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 14 bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor 15 Levelness Numbers. 16 cc. F436, Standard Specification for Hardened Steel Washers. 17 6. American Welding Society (AWS). 18 a. D1.1, Structural Welding Code - Steel. 19 b. D1.4, Structural Welding Code - Reinforcing Steel. 20 7. Concrete Reinforcing Steel Institute (CRSI) 21 a. Manual of Standard Practice 22 8, Texas Department of Transportation 23 a. Standard Specification for Construction and Maintenance of Highways, Streets 24 and Bridges 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Work Included 27 1. Design, fabrication, erection and stripping of formwork for cast -in -place concrete 28 including shoring, reshoring, falsework, bracing, proprietary forming systems, 29 prefabricated forms, void forms, permanent metal forms, bulkheads, keys, 30 blockouts, sleeves, pockets and accessories. 31 a. Erection shall include installation in formwork of items furnished by other 32 trades. 33 2. Furnish all labor and materials required to fabricate, deliver and install 34 reinforcement and embedded metal assemblies for cast -in -place concrete, including 35 steel bars, welded steel wire fabric, ties, supports and sleeves. 36 3. Furnish all labor and materials required to perform the following: 37 a. Cast -in -place concrete 38 b. Concrete mix designs 39 c. Grouting 40 1.5 SUBMITTALS 41 A. Submittals shall be in accordance with Section 01 33 00. 42 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 43 fabrication for specials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-4 CAST -IN -PLACE CONCRETE Page 4 of 25 1 1.6 ACTION SUBIVIITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Required for each type of product indicated 4 B. Design Mixtures 5 1. For each concrete mixture submit proposed mix designs in accordance with ACI 6 318, chapter 5. 7 2. Submit each proposed mix design with a record of past performance. 8 3. Submit alternate design mixtures when characteristics of materials, Project condi- 9 tions, weather, test results or other circumstances warrant adjustments. 10 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 11 a. Include this quantity on delivery ticket. 12 C. Steel Reinforcement Submittals for Information 13 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- 14 ical analysis. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Manufacturer Qualifications 19 1. A firm experienced in manufacturing ready -mixed concrete products and that com- 20 plies with ASTM C94 requirements for production facilities and equipment 21 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 22 Concrete Production Facilities" 23 B. Source Limitations 24 1. Obtain each type or class of cementitious material of the same brand from the same 25 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 26 1 source from a single manufacturer. 27 C. ACI Publications 28 1. Comply with the following unless modified by requirements in the Contract Docu- 29 meats: 30 a. ACI 301 Sections 1 through 5 31 b. ACI 117 32 D. Concrete Testing Service 33 1. Engage a qualified independent testing agency to perform material evaluation tests. 34 1.10 DELIVERY, STORAGE, AND HANDLING 35 A. Steel Reinforcement " 36 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 37 2. Avoid damaging coatings on steel reinforcement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-5 CAST -IN -PLACE CONCRETE Page 5 of 25 1 B. Waterstops 2 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 3 contaminants. 4 1.11 FIELD CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS 7 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 8 2.2 PRODUCT TYPES AND MATERIALS 9 A. Manufacturers 10 1. In other Part 2 articles where titles below introduce lists, the following requirements 11 apply to product selection: 12 a. Available Products: Subject to compliance with requirements, products that 13 may be incorporated into the Work include, but are not limited to, products 14 specified. 15 b. Available Manufacturers: Subject to compliance with requirements, 16 manufacturers offering products that may be incorporated into the Work 17 include, but are not limited to, manufacturers specified. 18 B. Form -Facing Materials 19 1. Rough -Formed Finished Concrete 20 a. Plywood, lumber, metal or another approved material 21 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 22 2. Chamfer Strips 23 a. Wood, metal, PVC or rubber strips ?4 b. 3/-inch x %-inch, minimum 25 3. Rustication Strips 26 a. Wood, metal, PVC or rubber strips 27 b. Kerfed for ease of form removal 28 4. Form -Release Agent 29 a. Commercially formulated form -release agent that will not bond with, stain or 30 adversely affect concrete surfaces 31 b. Shall not impair subsequent treatments of concrete surfaces 32 c. For steel form -facing materials, formulate with rust inhibitor. 33 5. Fonn Ties 34 a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced 35 plastic form ties designed to resist lateral pressure of fresh concrete on forms 36 and to prevent spalling of concrete on removal. 37 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 38 of exposed concrete surface. 39 c. Furnish ties that, when removed, will leave holes no larger than 1 inch in 40 diameter in concrete surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nwnber - 02089 1 2 3 03 30 00 - 6 CAST -IN -PLACE CONCRETE Page 6of25 d. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. C. Steel Reinforcement 4 1. Reinforcing Bars 5 a. ASTM A615, Grade 60, deformed 6 D. Reinforcement Accessories 7 1, Smooth Dowel Bars 8 a. ASTM A615, Grade 60, steel bars (smooth) 9 b. Cut bars true to length with ends square and free of burrs. 10 2. Bar Supports 11 a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening 12 reinforcing bars and welded wire reinforcement in place 13 b. Manufacture bar supports from steel wire, plastic or precast concrete according 14 to CRSI`s "Manual of Standard Practice," of greater compressive strength than 15 concrete and as follows: 16 1) For concrete surfaces exposed to view where legs of wire bar supports 17 contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI 18 Class 2 stainless -steel bar supports. 19 2) For slabs -on -grade, provide sand plates, horizontal runners or precast 20 concrete blocks on bottom where base material will not support chair legs 21 or where vapor barrier has been specified. 22 E. Embedded Metal Assemblies 23 1. Steel Shapes and Plates: ASTM A36 24 2. Headed Studs: Heads welded by full -fusion process, as furnished by TRW Nelson 25 Stud Welding Division or approved equal 26 F. Expansion Anchors 27 1. Available Products 28 a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma 29 b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma 30 c. TruboIt, Ramset Fastening Systems, Paris, Kentucky 31 G. Adhesive Anchors and Dowels 32 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 33 into hardened concrete or grout -filled masorny. 34 a. The adhesive system shall use a 2-component adhesive mix and shall be 35 injected with a static mixing nozzle following manufacturer's instructions. 36 b. The embedment depth of the rod shall provide a minimum allowable bond 37 strength that is equal to the allowable yield capacity of the rod, unless otherwise 38 specified. 39 2. Available Products 40 a. Hilti HIT HY 150 Max 41 b. Simpson Acrylic -Tie 42 c. Powers Fasteners AC 100+ Gold 43 3. Threaded Rods: ASTM A193 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-7 CAST -IN -PLACE CONCRETE Page 7 of 25 1 a. Nuts: ASTM A563 hex carbon steel 2 b. Washers: ASTM F436 hardened carbon steel 3 c. Finish: I-Iot-dip zinc coating, ASTM A153, Class C 4 II. Inserts 5 1. Provide metal inserts required for anchorage of materials or equipment to concrete 6 construction where not supplied by other trades: 7 a. In vertical concrete surfaces for transfer of direct shear loads only, provide 8 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and 9 washers. 10 1) Provide 4-inch bolt size, unless otherwise indicated. 11 b. In horizontal concrete surfaces and whenever inserts are subject to tension 12 forces, provide threaded inserts of malleable cast iron furnished with full depth 13 bolts. 14 1) Provide 4-inch bolt size, unless otherwise indicated. 15 I. Concrete Materials 16 1. Cernentitious Material 17 a. Use the following cementitious materials, of the same type, brand, and source, 18 throughout Project: 19 1) Portland Cement 20 a) ASTM C150, Type I/II, gray 21 b) Supplement with the following: 22 (1) Fly Ash 23 (a) ASTM C618, Class C or F 24 (2) Ground Granulated Blast -Furnace Slag 25 (a) ASTM C989, Grade 100 or 120. 26 2) Silica Fume 27 a) ASTM C 1240, amorphous silica 28 3) Norinal-Weight Aggregates 29 a) ASTM C33, Class 3S coarse aggregate or better, graded 30 b) Provide aggregates from a single source. 31 4) Maximum Coarse -Aggregate Size 32 a) %-inch nominal 33 5) Fine Aggregate 34 a) Free of materials with deleterious reactivity to alkali in cement 35 6) Water 36 a) ASTM C94 and potable 37 J. Admixtures 38 1. Air -Entraining Admixture 39 a. ASTM C260 40 41 42 43 44 45 46 Chemical Admixtures a. Provide admixtures certified by manufacturer to be compatible with other ad- mixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. b. Do not use calcium chloride or admixtures containing calcium chloride. c. Water -Reducing Admixture 1) ASTM C494, Type A CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1,2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nmnber - 02089 033000-8 CAST-1N-PLACE CONCRETE Page 8 of 25 1 d. Retarding Admixture 2 1) ASTM C494, Type B 3 e. Water -Reducing and Retarding Admixture 4 1) ASTM C494, Type D 5 f. High -Range, Water -Reducing Admixture 6 1) ASTM C494, Type F 7 g. High -Range, Water -Reducing and Retarding Admixture 8 1) ASTM C494, Type G 9 h. Plasticizing and Retarding Admixture 10 1) ASTM C1017, Type II 11 K. Waterstops 12 1. Self -Expanding Butyl Strip Waterstops 13 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 14 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 4- 15 inch x 1-inch. 16 b. Available Products 17 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 18 2) Concrete Sealants Inc.; Conseal CS-231 19 3) Greenstreak; Swellstop 20 4) Henry Company, Sealants Division; Hydro -Flex 21 5) JP Specialties, Inc.; Earthshield Type 20 22 6) Progress Unlimited, Inc.; Superstop 23 7) TCMiraDRI; Mirastop 24 L. Curing Materials 25 1. Absorptive Cover 26 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing 27 approximately 9 ounces/square yard when dry 28 2. Moisture -Retaining Cover 29 a. ASTM C171, polyethylene film or white burlap -polyethylene sheet 30 3. Water 31 a. Potable 32 4. Clear, Waterborne, Membrane -Forming Curing Compound 33 a. ASTM C309, Type 1, Class B, dissipating 34 b. Available Products 35 1) Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB 36 2) Burke by Edoco; Aqua Resin Cure 37 3) ChemMasters; Safe -Cure Clear 38 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 39 Company; W.B. Resin Cure 40 5) Dayton Superior Corporation; Day Chem Rez Cure (J-11-W) 41 6) Euclid Chemical Company (The); Kurez DR VOX 42 7) Kaufman Products, Inc.; Thinfilm 420 43 8) Lambert Corporation; Aqua Kure -Clear 44 9) L&M Construction Chemicals, Inc.; L&M Cure R 45 I0) Meadows, W. R., Inc.; 1100 Clear 46 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Prgiect Number - 02089 033000-9 CAST-1N-PLACE CONCRETE Page 9 of 25 1 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 2 13) Tamms Industries, Inc.; Horncure WB 30 3 14) Unitex; Hydro Cure 309 4 15) US Mix Products Company; US Spec Maxcure Resin Clear 5 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 6 M. Related Materials 7 1. Bonding Agent 8 a. ASTM C1059, Type 11, non-redispersible, acrylic emulsion or styrene 9 butadiene 10 11 12 13 14 15 16 2 Epoxy Bonding Adhesive a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: 1) Types I and II, non -load bearing 2) IV and V, load bearing, for bonding 3) Hardened or freshly nixed concrete to hardened concrete 17 3. Reglets 18 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 19 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 20 or debris. 21 4. Sleeves and Blockouts 22 a. Fouued with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber 23 tubes or wood 24 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages 25 a. Sized as required 26 b. Shall be of strength and character to maintain formwork in place while placing 27 concrete 28 N. Repair Materials 29 1. Repair Underlayment 30 a. Cement -based, polymer -modified, self -leveling product that can be applied in 31 thicknesses of 1/8 inch or greater 32 1) Do not feather. 33 b. Cement Binder 34 1) ASTM CI 50, portland cement or hydraulic or blended hydraulic cement as 35 defined in ASTM C219 36 c. Primer 37 1) Product of underlayment manufacturer recommended for substrate, condi- 38 tions, and application 39 d. Aggregate 40 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as 41 recommended by underlayment manufacturer 42 e. Compressive Strength 43 1) Not less than 4100 psi at 28 days when tested according to 44 ASTM C109/C109M 45 2. Repair Overlayment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-10 CAST -IN -PLACE CONCRETE Page 10 of 25 1 a. Cement -based, polymer -modified, self -leveling product that can be applied in 2 thicknesses of 1/8 inch or greater 3 1) Do not feather. 4 b. Cement Binder 5 1) ASTM C 150, portland cement or hydraulic or blended hydraulic cement as 6 defined in ASTM C219 7 c. Primer 8 1) Product of topping manufacturer recommended for substrate, conditions, 9 and application 10 d. Aggregate 11 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- 12 ed by topping manufacturer 13 e. Compressive Strength 14 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 15 O. Concrete Mixtures, General 16 1. Prepare design mixtures for each type and strength of concrete, proportioned on the 17 basis of laboratory trial mixture or field test data, or both, according to ACI 301. 18 a: Required average strength above specified strength 19 1) Based on a record of past performance 20 a) Determination of required average strength above specified strength 21 shall be based on the standard deviation record of the results of at least 22 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 23 by the larger amount defined by fonnulas 5-1 and 5-2. 24 2) Based on laboratory trial mixtures 25 a) Proportions shall be selected on the basis of laboratory trial batches 26 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 27 average strength greater than the specified strength f'c by the amount 28 defined in table 5.3.2,2. 29 3) Proportions of ingredients for concrete mixes shall be determined by an in- 30 dependent testing laboratory or qualified concrete supplier. 31 4) For each proposed mixture, at least 3 compressive test cylinders shall be 32 made and tested for strength at the specified age. 33 a) Additional cylinders may be made for testing for information at earlier 34 ages. 35 2. Cementitious Materials 36 a. Limit percentage, by weight, of eementitious materials other than portland ce- 37 ment in concrete as follows, unless specified otherwise: 38 1) Fly Ash: 25 percent 39 2) Combined Fly Ash and Pozzolan: 25 percent 40 3) Ground Granulated Blast -Furnace Slag: 50 percent 41 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 42 Slag: 50 percent 43 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 44 cent 45 6) Silica Fume: 10 percent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20I I Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-1I CAST -IN -PLACE CONCRETE Page 1 I of 25 1 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 2 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 3 cent 4 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 5 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 6 percent and silica fume not exceeding 10 percent 7 3. Limit water-soluble, chloride -ion content in hardened concrete to <Choose one: 0.06, 8 0.1, 0.30, 1.00> percent by weight of cement. 9 4. Admixtures 10 a. Use admixtures according to manufacturer's written instructions. 11 b. Do not use admixtures which have not been incorporated and tested in accepted 12 mixes. 13 c. Use water -reducing high -range water -reducing or plasticizing admixture in 14 concrete, as required, for placement and workability. 15 d. Use water -reducing and retarding admixture when required by high 16 temperatures, low humidity or other adverse placement conditions. 17 e. Use water -reducing admixture in pumped concrete, concrete for heavy -use 18 industrial slabs and parking structure slabs, concrete required to be watertight, 19 and concrete with a water-cementitious materials ratio below 0.50. 20 f. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 21 P. Concrete Mixtures 22 1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of 23 Highways, Streets, and Bridges" for: 24 a. Culverts 25 b. Headwalls 26 c. Wingwalls 27 2. Proportion normal -weight concrete mixture as follows: 28 a. Minimum Compressive Strength: 3,000 psi at 28 days 29 b. Maximum Water-Cementitious Materials Ratio: 0.50 30 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 31 inches before adding high -range water -reducing admixture or plasticizing 32 admixture, plus or minus 1 inch 33 d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- 34 inch nominal maximum aggregate size 35 Q. Fabricating Reinforcement 36 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 37 R. Fabrication of Embedded Metal Assemblies 38 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 39 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 40 accordance with AWS D 1.1. 41 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. 42 All other metal assemblies shall be either hot dip galvanized or painted with an 43 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 44 installed in accordance with the manufacturer's instructions. Repair painted 45 assemblies after welding with same type of paint. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 Harriet Creek Bridge Sidewalk and Railing hnprovemervs Ci(r Project Number - 02089 033000-12 CAST -IN -PLACE CONCRETE Page 12 of25 1 S. Concrete Mixing 2 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to 3 ASTM C94, and furnish batch ticket information. . 4 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing 5 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is 6 above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 7 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete 8 according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type 9 batch machine mixer. - 10 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 11 minutes, but not more than 5 minutes after ingredients are in mixer, before any 12 part of batch is released. 13 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 14 seconds for each additional 1 cubic yard. 15 c. Provide batch ticket for each batch discharged and used in the Work, indicating 16 Project identification name and number, date, mixture type, mixture time, 17 quantity, and amount of water added. Record approximate location of final 18 deposit in structure. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS INOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Formwork 27 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to 28 support vertical, lateral, static, and dynamic loads, and construction loads that might 29 be applied, until structure can support such loads. 30 2. Construct formwork so concrete members and structures are of size, shape, 31 alignment, elevation, and position indicated, within tolerance limits of ACI 117. 32 a. Vertical alignment 33 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 34 2) Outside comer of exposed corner columns and control joints in concrete 35 exposed to view less than 100 feet in height - 1/2 inch. 36 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the 37 height but not more than 6 inches. 38 4) Outside corner of exposed corner columns and control joints in concrete 39 exposed to view greater than 100 feet in height - 1/2000 times the height 40 but not more than 3 inches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 03 30 00 - 13 CAST -IN -PLACE CONCRETE Page 13 of 25 1 b. Lateral alignment 2 1) Members - 1 inch. 3 2) Centerline of openings 12 inches or smaller and edge location of larger 4 openings in slabs - 1/2 inch. 5 3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch. 6 c. Level alignment 7 1) Elevation of slabs -on -grade - 3/4 inch. 8 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 9 inch. 10 3) Elevation of formed surfaces before removal of shores - 3/4 inch. 11 d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns 12 and thickness of walls and slabs. 13 1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch. 14 2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch. 15 3) Greater than 3 foot dimension - plus 1 inch to minus 3/4 inch. 16 e. Relative alignment 17 1) Stairs 18 a) Difference in height between adjacent risers - 1/8 inch. 19 b) Difference in width between adjacent treads - 1/4 inch. 20 c) Maximutn difference in height between risers in a flight of stairs - 3/8 21 inch. 22 d) Maximum difference in width between treads in a flight of stairs - 3/8 23 inch. 24 2) Grooves 25 a) Specified width 2 inches or less - 1/8 inch. 26 b) Specified width between 2 inches and 12 inches - 1/4 inch. 27 3) Vertical alignment of outside corner of exposed corner columns and control 28 joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 29 4) All other conditions - 3/8 inch in 10 feet. 30 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 31 as follows: 32 a. Class B, 1/4 inch for smooth -formed finished surfaces. 33 b. Class C, 1/2 inch for rough -formed finished surfaces. 34 4. Construct forms tight enough to prevent loss of concrete mortar. 35 5. Fabricate forms for easy removal without hammering or prying against concrete 36 surfaces. Provide crush or wrecking plates where stripping may damage cast 37 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 38 horizontal to 1 vertical. 39 a. Install keyways, reglets, recesses, and the like, for easy removal. 40 b. Do not use rust -stained steel form -facing material. 41 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve 42 required elevations and slopes in finished concrete surfaces. Provide and secure 43 units to support screed strips; use strike -off templates or compacting -type screeds. 44 7. Construct formwork to cambers shown or specified on the Drawings to allow for 45 structural deflection of the hardened concrete. Provide additional elevation or 46 camber in formwork as required for anticipated formwork deflections due to weight 47 and pressures of concrete and construction loads. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-14 CAST-1N-PLACE CONCRETE Page 14 of 25 1 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 2 caps, walls, and columns straight and to the lines and grades specified. Do no earth 3 form foundation elements unless specifically indicated on the Drawings. 4 9. Provide temporary openings for cleanouts and inspection ports where interior area 5 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 6 securely braced to prevent loss of concrete mortar. Locate temporary openings in 7 forms at inconspicuous locations. 8 10. Chamfer exterior coders and edges of permanently exposed concrete. 9 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 10 bulkheads required in the Work. Determine sizes and locations from trades 11 providing such items. 12 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 13 sawdust, dirt, and other debris just before placing concrete. 14 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 15 leaks and maintain proper alignment. 16 14. Coat contact surfaces of forms with form -release agent, according to manufacturer's 17 written instructions, before placing reinforcement, anchoring devices, and 18 embedded items. ] 9 a. Do not apply form release agent where concrete surfaces are scheduled to 20 receive subsequent finishes which may be affected by agent. Soak contact 21 surfaces of untreated forms with clean water. Keep surfaces wet prior to 22 placing concrete. 23 B. Embedded Items 24 1. Place and secure anchorage devices and other embedded items required for 25 adjoining work that is attached to or supported by cast -in -place concrete. Use 26 setting drawings, templates, diagrams, instructions, and directions furnished with 27 items to be embedded. 28 a. Install anchor rods, accurately located, to elevations required and complying 29 with tolerances in AISC 303, Section 7.5. 30 1) Spacing within a bolt. group: 1/8 inch 31 2) Location of bolt group (center): %2 inch 32 3) Rotation of bolt group: 5 degrees 33 4) Angle off vertical: 5 degrees 34 5) Bolt projection: ± 3/8 inch 35 b. Install reglets to receive waterproofing and to receive through -wall flashings in 36 outer face of concrete fame at exterior walls, where flashing is shown at lintels, 37 shelf angles, and other conditions. 38 C. Removing and Reusing Forms 39 1. Do not backfill prior to concrete attaining 75 percent of its 28-day design 40 compressive strength. 41 2. General: Formwork for sides of beams, walls, columns, and similar parts of the 42 Work that does not support weight of concrete may be reproved after cumulatively 43 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 44 concrete is hard enough to not be damaged by form -removal operations and curing 45 and protection operations are maintained. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Hanle! Creek Bridge Sidewalk and Railing Lnprovements C'ih+ ProJc'ct Number - 02089 03 30 00 - 15 CAST -IN -PLACE CONCRF 1 E Page 15 of 25 1 a. Leave formwork for beam soffits, joists, slabs, and other structural elements 2 that supports weight of concrete in place until concrete has achieved at least 70 3 percent of its 28-day design compressive strength. 4 b. Do not remove formwork supporting conventionally reinforced concrete until 5 concrete has attained 70 percent of its specified 28 day compressive strength as 6 established by tests of field cured cylinders. In the absence of cylinder tests, 7 supporting formwork shall remain in place until the concrete has cured at a 8 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 9 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 10 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum 11 listed time period. Formwork for 2-way conventionally reinforced slabs shall 12 remain in place for at least the minimum cumulative time periods specified for 13 1-way slabs of the same maximum span. 14 c. Immediately rshore 2-way conventionally reinforced slabs after formwork 15 removal. Reshores shall remain until the concrete has attained the specified 28 16 day compressive strength. 17 d. Minimum cumulative curing times may be reduced by the use of high -early 18 strength cement or forming systems which allow form removal without 19 disturbing shores, but only after the Contractor has demonstrated to the 20 satisfaction of the Engineer that the early removal of forms will not cause 21 excessive sag, distortion or damage to the concrete elements. 22 e. Completely remove wood forms. Provide temporary openings if required. 23 f. Provide adequate methods of curing and thermal protection of exposed concrete 24 if forms are removed prior to completion of specified curing time. 25 g. Reshore areas required to support construction loads in excess of 20 pounds per 26 square foot to properly distribute construction loading. Construction loads up 27 to the rated live load capacity may be placed on unshored construction provided 28 the concrete has attained the specified 28 day compressive strength. 29 h. Obtaining concrete compressive strength tests for the purposes of form removal 30 is the responsibility of the Contractor. 31 i. Remove forms only if shores have been arranged to permit removal of forms 32 without loosening or disturbing shores. 33 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 34 delanunated, or otherwise damaged form -facing material will not be acceptable for 35 exposed surfaces. Apply new form -release agent. 36 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to 37 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 38 exposed concrete surfaces unless approved by Engineer. 39 D. Shores and Reshores 40 1. The Contractor is solely responsible for proper shoring and reshoring. 41 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 42 and reshoring, 43 a. Do not remove shoring or reshoring until measurement of slab tolerances is 44 complete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-16 CAST -IN -PLACE CONCRETE Page 16 of 25 1 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 2 Locate and provide adequate reshoring to support construction without excessive 3 stress or deflection. 4 E. Steel Reinforcement 5 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 6 reinforcement. 7 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 8 before placing concrete. 9 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 10 materials that would reduce bond to concrete. 11 3. Accurately position, support, and secure reinforcement against displacement. 12 Locate and support reinforcement with bar supports to maintain minimum concrete 13 cover. Do not tack weld crossing reinforcing bars. 14 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel 15 conforming to ASTM A706 may be welded. 16 4. Installation tolerances 17 a. Top and bottom bars in slabs, girders, beams and joists: 18 1) Members 8 inches deep or less: ±3/8 inch 19 2) Members more than 8 inches deep: ±1/2 inch 20 b. Concrete Cover to Formed or Finished Surfaces: ±3/8 inches for members 8 21 inches deep or less; ±1/2 inches for members over 8 inches deep, except that 22 tolerance for cover shall not exceed 1/3 of the specified cover. 23 5. Concrete Cover 24 a. Reinforcing in structural elements deposited against the ground: 3 inches 25 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 26 c. Grade beams and exterior face of formed walls and columns exposed to 27 weather or in contact with the ground: 2 inches 28 d. Interior faces of walls: 1 inches 29 e. Slabs: 3/4 inches 30 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 31 with AC1 318 for minimum lap of spliced bars where not specified on the 32 documents. Do not lap splice no. 14 and 18 bars. 33 7. Field Welding of Embedded Metal Assemblies 34 a. Remove all paint and galvanizing in areas to receive field welds. 35 b. Field Prepare all areas where paint or galvanizing has been removed with the 36 specified paint or cold galvanizing compound, respectively. 37 F. Joints 38 I. General: Construct joints true to line with faces perpendicular to surface plane of 39 concrete. 40 2. Construction Joints: Install so strength and appearance of concrete are not 41 impaired, at locations indicated or as approved by Engineer. 42 a. Place joints perpendicular to main reinforcement. Continue reinforcement 43 across construction joints, unless otherwise indicated. Do not continue 44 reinforcement through sides of strip placements of floors and slabs. 45 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-17 CAST -IN -PLACE CONCRETE Page 17 of 25 1 c. Locate joints for beams, slabs, joists, and girders in the middle third of spans. 2 Offset joints in girders a minimum distance of twice the beam width from a 3 beam -girder intersection. 4 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 5 beams, and girders and at the top of footings or floor slabs. 6 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 7 with walls, near corners, and in concealed locations where possible. 8 f. Use a bonding agent at locations where fresh concrete is placed against 9 hardened or partially hardened concrete surfaces. 10 3. Doweled Joints: Install dowel bars and support assemblies at joints where 11 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete 12 bonding to 1 side of joint. 13 G. Waterstops 14 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 15 form a continuous diaphragm. Install in longest lengths practicable. Support and 16 protect exposed waterstops during progress of the Work. Field fabricate joints in 17 waterstops according to manufacturer's written instructions. 18 2. Self -Expanding Strip Waterstops: Install in construction joints and at other 19 locations indicated, according to manufacturer's written instructions, adhesive 20 bonding, mechanically fastening, and firmly pressing into place. Install in longest 21 lengths practicable. 22 H. Adhesive Anchors 23 1. Comply with the manufacturer's installation instructions on the hole diameter and 24 depth required to fully develop the tensile strength of the adhesive anchor or 25 reinforcing bar. 26 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 27 loose material from the hole, prior to installing adhesive material. 28 I. Concrete Placement 29 1. Before placing concrete, verify that installation of formwork, reinforcement, and 30 embedded items is complete and that required inspections have been performed. 31 2. Do not add water to concrete during delivery, at Project site, or during placement 32 unless approved by Engineer. 33 3, Before test sampling and placing concrete, water may be added at Project site, 34 subject to limitations of ACI 301. 35 a. Do not add water to concrete after adding high -range water -reducing 36 admixtures to mixture. 37 b. Do not exceed the maximum specified water/cement ratio for the mix. 38 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness 39 that no new concrete will be placed on concrete that has hardened enough to cause 40 seams or planes of weakness. If a section cannot be placed continuously, provide 41 construction joints as indicated. Deposit concrete to avoid segregation. 42 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 43 pressures, 15 feet maximum and in.a manner to avoid inclined construction 44 joints. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 03 30 00 - 18 CAST -IN -PLACE CONCRETE, Page 18 of 25 1 b. Consolidate placed concrete with mechanical vibrating equipment according to 2 ACI 301. 3 c. Do not use vibrators to transport concrete inside forms, Insert and withdraw 4 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 5 layer and at least 6 inches into preceding layer. Do not insert vibrators into 6 lower layers of concrete that have begun to lose plasticity. At each insertion, 7 limit duration of vibration to time necessary to consolidate concrete and 8 complete embedment of reinforcement and other embedded items without 9 causing mixture constituents to segregate. 10 d. Do not permit concrete to drop freely any distance greater than 10 feet for l l concrete containing a high range water reducing admixture (superplasticizer) or 12 5 feet for other concrete. Provide chute or tremie to place concrete where longer 13 drops are necessary. Do not place concrete into excavations with standing 14 water. If place of deposit cannot be pumped dry, pour concrete through a tremie 15 with its outlet near the bottom of the place of deposit. 16 e. Discard pump priming grout and do not use in the structure. 17 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 18 within limits of construction joints, until placement of a panel or section is 19 complete, 20 a. Consolidate concrete during placement operations so concrete is thoroughly 21 worked around reinforcement and other embedded items and into corners. 22 b. Maintain reinforcement in position on chairs during concrete placement. 23 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 24 d. Scope surfaces uniformly to drains where required. 25 e. Begin initial floating using bull floats or darbies to form a uniform and open- 26 textured surface plane, before excess bleedwater appears on the surface. Do not 27 further disturb slab surfaces before starting finishing operations, 28 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 29 concrete work from physical damage or reduced strength that could be caused by 30 frost, freezing actions, or low temperatures. 31 a. When average high and low temperature is expected to fall below 40 32 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 33 temperature within the temperature range required by ACI 301. 34 b. Do not use frozen materials or materials containing ice or snow. Do not place 35 concrete on frozen subgrade or on subgrade containing frozen materials. 36 c. Do not use calcium chloride, salt, or other materials containing antifreeze 37 agents or chemical accelerators unless otherwise specified and approved in 38 mixture designs. 39 7. Hot -Weather Placement: Comply with ACI 305,1 and as follows: 40 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 41 placement. Chilled mixing water or chopped ice may be used to control 42 temperature, provided water equivalent of ice is calculated to total amount of 43 nixing water. Using liquid nitrogen to cool concrete is Contractor's option. 44 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 45 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 46 dry areas. 47 J. Finishing Formed Surfaces CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 03 30 00 - 19 CAST -IN -PLACE CONCRETE Page 19 of 25 1 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 2 with tie holes and defects repaired and patched. Remove fins and other projections 3 that exceed specified limits on formed -surface irregularities. 4 a. Apply to concrete surfaces not exposed to public view. 5 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 6 unfor-nned surfaces adjacent to formed surfaces, strike off smooth and finish with a 7 texture matching adjacent formed surfaces. Continue final surface treatment of 8 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 9 indicated. 10 K. Miscellaneous Concrete Items 11 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 12 indicated, after work of other trades is in place. Mix, place, and cure concrete, as 13 specified, to blend with in -place construction. Provide other miscellaneous 14 concrete filling indicated or required to complete the Work. 15 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 16 concrete is still green and by steel -troweling surfaces to a hard, dense finish with 17 corners, intersections, and ternunations slightly rounded, 18 3, Equipment Bases and Foundations: Provide machine and equipment bases and 19 foundations as shown on Drawings. Set anchor bolts for machines and equipment 20 at correct elevations, complying with diagrams or templates from manufacturer 21 furnishing machines and equipment. ?2 a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with 23 #3@16 inches on center set at middepth of pad. Trowel concrete to a dense, 24 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 25 during pouring of concrete fill. 26 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a 27 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 28 L. Concrete Protecting and Curing 29 1. General: Protect freshly placed concrete from premature drying and excessive cold 30 or hot temperatures. Comply with ACI 306.1 for cold -weather protection and 31 ACI 305.1 for hot -weather protection during curing. 32 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 33 supported slabs, and other similar surfaces. If forms remain during curing period, 34 moist cure after loosening forms. If removing forms before end of curing period, 35 continue curing for the remainder of the curing period. 36 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 37 unformed surfaces, including floors and slabs, concrete floor toppings, and other 38 surfaces, 39 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following 40 methods: 41 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 42 with the following materials: 43 1) Water 44 2) Continuous water -fog spray CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing improvements City Protect Number - 02089 03 30 00 - 20 CAST -IN -PLACE CONCRETE Page 20 of 25 1 3) Absorptive cover, water saturated, and kept continuously wet. Cover 2 concrete surfaces and edges with 12-inch lap over adjacent absorptive 3 covers 4 b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture- 5 retaining cover for curing concrete, placed in widest practicable width, with 6 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 7 adhesive. Cure for not less than 7 days. Iinnrediately repair any holes or tears 8 during curing period using cover material and waterproof tape. 9 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 10 receive floor coverings, 11 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 12 receive penetrating liquid floor treatments. 13 3) Cure concrete surfaces to receive floor coverings with either a moisture- 14 retaining cover or a curing compound that the manufacturer certifies will 15 not interfere with bonding of floor covering used on Project. 16 c. Curing Compound: Apply uniformly in continuous operation by power spray 17 or roller according to manufacturer's written instructions, Recoat areas 18 subjected to heavy rainfall within 3 hours after initial application. Maintain 19 continuity of coating and repair damage during curing period. 20 3.5 REPAIR 21 A. Concrete Surface Repairs 22 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 23 Remove and replace concrete that cannot be repaired and patched to Engineer's 24 approval. 25 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1 part portland 26 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough 27 water for handling and placing. 28 3. Repairing Formed Surfaces; Surface defects include color and texture 29 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 30 projections on the surface, and stains and other discolorations that cannot be 31 removed by cleaning. 32 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 33 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 34 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 35 with water, and brush -coat holes and voids with bonding agent. Fill and 36 compact with patching mortar before bonding agent has dried. Fill form -tie 37 voids with patching mortar or cone plugs secured in place with bonding agent. 38 b. Repair defects on surfaces exposed to view by blending white portland cement. 39 and standard portland cement so that, when dry, patching mortar will match 40 surrounding color. Patch a test area at inconspicuous Locations to verify 41 mixture and color match before proceeding with patching. Compact mortar in 42 place and strike off slightly higher than surrounding surface. 43 c. Repair defects on concealed formed surfaces that affect concrete's durability 44 and structural performance as determined by Engineer, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 033000-21 CAST -IN -PLACE CONCRETE Page21 of25 1 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 2 for finish and verify surface tolerances specified for each surface. Correct low and 3 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 4 a sloped template. 5 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 6 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 7 or that penetrate to reinforcement or completely through unreinforced sections 8 regardless of width, and other objectionable conditions. 9 b. After concrete has cured at least 14 days, correct high areas by grinding. 10 c. Correct localized low areas during or immediately after completing surface 11 finishing operations by cutting out low areas and replacing with patching 12 mortar. Finish repaired areas to blend into adjacent concrete. 13 d. Repair defective areas, except random cracks and single holes 1 inch or less in 14 diameter, by cutting out and replacing with fresh concrete. Remove defective 15 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 16 inch clearance all around. Dampen concrete surfaces in contact with patching 17 concrete and apply bonding agent. Mix patching concrete of same materials 18 and mixture as original concrete except without coarse aggregate. Place, 19 compact, and finish to blend with adjacent finished concrete. Cure in same 20 manner as adjacent concrete. 21 e. Repair random cracks and single holes 1 inch or less in diameter with patching 22 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 23 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 24 bonding agent. Place patching mortar before bonding agent has dried. 25 Compact patching mortar and finish to match adjacent concrete. Keep patched 26 area continuously moist for at least 72 hours. 27 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 28 adhesive and patching mortar. 29 6. Repair materials and installation not specified above may be used, subject to 30 Engineer's approval. 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD QUALITY CONTROL 33 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 34 inspecting agency to perform field tests and inspections and prepare test reports. 35 B. inspections 36 1. Steel reinforcement placement 37 2. Headed bolts and studs 38 3. Verification of use of required design mixture 39 4. Concrete placement, including conveying and depositing 40 5. Curing procedures and maintenance of curing temperature 41 6. Verification of concrete strength before removal of shores and forms from beams 42 and slabs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Ilarriet Creek Bridge Sidewalk and Railing I;np> ovemertls City Project Number - 02089 1 2 03 3000-22 CAST -IN -PLACE CONCRETE Page 22 of 25 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C172 according to the following requirements: 3 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 4 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus 1 set for 5 each additional 50 cubic yard or fraction thereof. 6 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 7 not less than 1 test for each day's pour of each concrete mixture. Perforrn additional 8 tests when concrete consistency appears to change. 9 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 10 each composite sample, but not less than 1 test for each day's pour of each concrete 11 mixture. 12 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 13 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 14 test for each composite sample. 15 5. Compression Test Specimens: ASTM C31. 16 a. Cast and laboratory cure 4 cylinders for each composite sample. 17 1) Do not transport field cast cylinders until they have cured for a 18 minimum of 24 hours. 19 6. Compressive -Strength Tests: ASTM C39; 20 a. Test 1 cylinder at 7 days. 21 b. Test 2 cylinders at 28 days. 22 c. Hold 1 cylinder for testing at 56 days as needed. 23 7. When strength of field -cured cylinders is less than 85 percent of companion 24 laboratory -cured cylinders, evaluate operations and provide corrective procedures 25 for protecting and curing in -place concrete. 26 8. Strength of each concrete mixture will be satisfactory if every average of any 3 27 consecutive compressive -strength tests equals or exceeds specified compressive 28 strength and no compressive -strength test value falls below specified compressive 29 strength by more than 500 psi. 30 9. Report. test results in writing to Engineer, concrete manufacturer, and Contractor 31 within 48 hours of testing. Reports of compressive -strength tests shall contain 32 Project identification name and number, date of concrete placement, name of 33 concrete testing and inspecting agency, location of concrete batch in Work, design 34 compressive strength at 28 days, concrete mixture proportions and materials, 35 compressive breaking strength, and type of break for both 7- and 28-day tests. 36 10. Additional Tests: Testing and inspecting agency shall make additional tests of 37 concrete when test results indicate that slump, air entrainment, compressive 38 strengths, or other requirements have not been met, as directed by Engineer. 39 Testing and inspecting agency may conduct tests to determine adequacy of concrete 40 by cored cylinders complying with ASTM C42 or by other methods as directed by 41 Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02059 033000-23 CAST -IN -PLACE CONCRETE Page 23 of 25 1 a. When the strength level of the concrete for any portion of the structure, as 2 indicated by cylinder tests, falls below the specified requirements, provide 3 improved curing conditions and/or adjustments to the mix design as required to 4 obtain the required strength. If the average strength of the laboratory control 5 cylinders falls so low as to be deemed unacceptable, follow the core test 6 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 7 approved by the Engineer. Core sampling and testing shall be at Contractors 8 expense. 9 b. If the results of the core tests indicate that the strength of the structure is 10 inadequate, any replacement, load testing, or strengthening as may be ordered 11 by the Engineer shall be provided by the Contractor without cost to the City. 12 11. Additional testing and inspecting, at Contractor's expense, will be performed to 13 determine compliance of replaced or additional work with specified requirements. 14 12. Correct deficiencies in the Work that test reports and inspections indicate does not 15 comply with the Contract Documents. 16 D. Measure floor and slab flatness and levelness according to ASTM E1155 within 48 17 hours of finishing. 18 E. Concrete Finish Measurement and Tolerances 19 1. All floors are subject to measurement for flatness and levelness and comply with 20 the following: 21 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 22 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 23 both directions, lapping straightedge 3 feet on areas previously checked. Low 24 spots shall not exceed the above dimension anywhere along the straightedge. 25 Flatness shall be checked the next work day after finishing. 26 b. Slabs shall be level within a tolerance of± 1/4 inch in 10 feet, not to exceed 3/4 27 inches total variation, anywhere on the floor, from elevations indicated on the 28 Drawings. Levelness shall be checked on a 10 foot grid using a level after 29 removal of forms. 30 c. Measurement Standard: All floors are subject to measurement for flatness and 31 levelness, according to ASTM E1155. 32 2. 2 Tiered Measurement Standard 33 a. Each floor test section and the overall floor area shall confornn to the 2-tiered 34 measurement standard as specified herein. 35 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 36 solute miniminm surface profile that will be acceptable for any 1 test sample 37 (line of measurements) anywhere within the test area. 38 2) Specified Overall Value: The specified overall FF/FL values represent the 39 minimum values acceptable for individual floor sections as well as the floor 40 as a whole. 41 3. Floor Test Sections 42 a. A floor test section is defined as the smaller of the following areas: 43 1) The area bounded by column and/or wall lines 44 2) The area bounded by construction and/or control joint lines 45 3) Any combination of column lines and/or control joint lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidetivalk and Railing Improvements City Project Number - 02089 03 30 00 - 24 CAST -IN -PLACE CONCRETE Page 24 of 25 1 b. Test sample measurement lines within each test section shall be 2 multidirectional along 2 orthogonal lines, as defined by ASTM El 155, at a 3 spacing to be determined by the City's testing agency. 4 c. The precise layout of each test section shall be determined by the City's testing 5 agency. 6 4. Concrete Floor Finish Tolerance 7 a. The following values apply before removal of shores. Levelness values (FL) do 8 not apply to intentionally sloped or cambered areas, nor to slabs poured on 9 metal deck or precast concrete. 10 1) Slabs 11 Overall Value FF45/FL30 12 Minimum Local Value FF30/FL20 13 5. Floor Elevation Tolerance Envelope 14 a. The acceptable tolerance envelope for absolute elevation of any point on the 15 slab surface, with respect to the elevation shown on the Drawings, is as follows: 16 1) Slab -on -Grade Construction: ± 3/ inch 17 2) Top surfaces of formed slabs measured prior to removal of supporting 18 shores: ± 3/ inch 19 3) Top surfaces of all other slabs: ± 3/ inch 20 4) Slabs specified to slope shall have a tolerance from the specified slope of 21 3/8 inch in 10 feet at any point, up to 3/ inch from theoretical elevation at 22 any point. 23 3.8 SYSTEM STARTUP [NOT USEDI 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING 26 A. Defective Work 27 1. Imperfect or damaged work or any material damaged or determined to be defective 28 before final completion and acceptance of the entire job shall be satisfactorily re- 29 placed at the Contractor's expense, and in conformity with all of the requirements of 30 the Drawings and Specifications. 31 2. Perform removal and replacement of concrete work in such manner as not to impair 32 the appearance or strength of the structure in any way. 33 B. Cleaning 34 1. Upon completion of the work remove from the site all forms, equipment, protective 35 coverings and any rubbish resulting therefrom. 36 2. After sweeping floors, wash floors with clean water. 37 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACIIMENTS [NOT USED] 5 END OF SECTION 6 7 03 30 00 - 25 CAST -IN -PLACE CONCRETE Page 25 of 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek bridge Sidewalk and Railing Improvements Cit%' Project Number - 02089 31 10 00 - 1 SITE CLEARING Page of 5 1 SECTION 31 10 00 2 SITE CLEARING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance 10 governs all tree removals. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1— General Requirements 16 3. Section 02 41 13 — Selective Site Demolition 17 4. Section 02 41 14 — Utility Removal/Abandonment 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Site Clearing 21 a. Measurement 22 1) Measurement for this Item shall be by lump stun. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the lump sum price bid for "Site Clearing". 26 e. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of trees, structures and obstructions 29 3) Backfilling of holes 30 4) Clean-up 31 2. Tree Removal 32 a. Measurement 33 1) Measurement for this Item shall be per each. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item shall be paid for at the unit price bid per each "Tree Removal" for: 37 a) Various caliper ranges 38 c. The price bid shall include: 39 1) Pruning of designated trees and shrubs 40 2) Removal and disposal of structures and obstructions 41 3) Grading and baekfilling of holes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Iniprovenrents City Project Number- 02059 31 1000-2 SITE CLEARING Page 2 of 5 1 4) Excavation 2 5) Fertilization 3 6) Clean-up 4 3. Tree Removal and Transplantation 5 a. Measurement 6 1) Measurement for this Item shall be per each. 7 b. Payment 8 1) The work performed and the materials furnished in accordance with this 9 Item shall be paid for at the unit price bid per each "Tree Transplant" for: 10 a) Various caliper ranges 11 c. The price bid shall include: 12 1) Pruning of designated trees and shrubs 13 2) Removal and disposal of structures and obstructions 14 3) Moving tree with truck mounted tree spade 15 4) Grading and backfifling of holes 16 5) Replanting tree at temporary location (determined by Contractor) 17 6) Maintaining tree until Work is completed 18 7) Replanting tree into original or designated location 19 8) Excavation 20 9) Fertilization 21 10) Clean-up 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINSTRATIVE REQUIREMENTS 24 A. Permits 25 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits when 26 required by the City Ordinance No. 18615-05-2009. 27 B. Preinstallation Meetings 28 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, 29 City Inspector, and the Project Manager for the purpose of reviewing the 30 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 31 prior to the meeting. 32 2. The Contractor will provide the City with a Disposal Letter in accordance to 33 Division Ol . 34 1.5 SUBMITTALS [NOT USED] 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE INOT USED] 39 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 40 1.11 FIELD CONDITIONS [NOT USED] 41 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 31 1000 -3 SITE CLEARING Page 3 of 5 PART 2 - PRODUCTS 'NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION 6 A. All trees identified to be protected and/or preserved should be clearly flagged with 7 survey tape. 8 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 9 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 10 saved. 11 3.4 INSTALLATION 12 A. Protection of Trees 13 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. 14 Refer to the Drawings for tree protection details, 15 2. If the Drawings do not provide tree protection details, protected trees shall be 16 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 17 the comers located on the canopy drip line, unless instructed otherwise. 18 3. When site conditions do not allow for the T-posts to be installed at the drip line, the 19 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 1/2 20 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 21 form the enclosure. 22 4. Do not park equipment, service equipment, store materials, or disturb the root area 23 under the branches of trees designated for preservation. 24 5. When shown on the Drawings, treat cuts on trees with an approved tree wound 25 dressing within 20 minutes of making a pruning cut or otherwise causing damage to 26 the tree. 27 6. Trees and brush shall be mulched on -site. 28 a. Burning as a method of disposal is not allowed. 29 B. Hazardous Materials 30 1. The Contractor will notify the Engineer immediately if any hazardous or 31 questionable materials not shown on the Drawings are encountered. This includes; 32 but not limited to: 33 a. Floor tiles 34 b. Roof tiles 35 c. Shingles 36 d. Siding 37 e. Utility piping 38 39 2. The testing, removal, and disposal of hazardous materials will be in accordance with Division 1. 40 C. Site Clearing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 31 1000-4 SITE CLEARING Page 4 of 5 1 1. Clear areas shown on the Drawings of all obstructions, except those landscape 2 features that are to be preserved. Such obstructions include, but are not limited to: 3 a. Remains of buildings and other structures 4 b. Foundations 5 c. Floor slabs 6 d. Concrete 7 e. Brick 8 f. Lumber 9 g. Plaster 10 h. Septic tank drain fields 11 i. Abandoned utility pipes or conduits 12 j. Equipment 13 k. Trees 14 1. Fences 15 m. Retaining walls 16 n. Other items as specified on the Drawings 17 2. Remove vegetation and other landscape features not designated for preservation, 18 whether above or below ground, including, but not limited to: 19 a. Curb and gutter 20 b. Driveways 21 c. Paved parking areas 22 d. Miscellaneous stone 23 e. Sidewalks 24 f. Drainage structures 25 g. Manholes 26 h. Inlets 27 i. Abandoned railroad tracks 28 j. Scrap iron 29 k. Other debris 30 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 31 maintain traffic and drainage in accordance with Section 02 41 14. 32 4. In areas receiving embankment, remove obstructions not designated for 33 preservation to 2 feet below natural ground. 34 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 35 6. In all other areas, remove obstructions to 1 foot below natural ground. 36 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 37 off to ground level. 38 a. Removal of existing structures shall be as per Section 02 41 13. 39 D. Disposal 40 1. Dispose of all trees within 24 hours of removal. 41 2. All materials and debris removed becomes the property of the Contractor, unless 42 otherwise stated on the Drawings. 43 3. The Contractor will dispose of material and debris off -site in accordance with local, 44 state, and federal laws and regulations. 45 3.5 REPAIR [NOT USED] 46 3.6 RE -INSTALLATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project` Number-- 02089 1 3.7 FIELD QUALITY CONTROL [NOT USED] 2 3.8 SYSTEM STARTUP [NOT USED] 3 3.9 ADJUSTING [NOT USED] 4 3.10 CLEANING [NOT USED] 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED] 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 11 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 31 1000-5 SITE CLEARING Page 5 of 5 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page I of 5 1 SECTION 3216 13 2 CONCRETE CURB AND GU 1-1 ERS AND VALLEY GUTTERS 3 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Standard Detail 10 1. Typical Street Construction Details 11 C. Deviations from City of Fort Worth Standards 12 1. None 13 D. Related Specification Sections include but arc 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 02 41 13 - Selective Site Demolition 17 4. Section 32 13 13 - Concrete Paving 18 5. Section 32 13 73 - Concrete Paving Joint Sealants 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Concrete Curb and Gutter: measure by the linear foot of the height specified 23 complete and in place. 24 b. Concrete Valley Gutter: measure by the square yard per thickness complete and 25 in place. 26 2. Payment: contract unitprice bid for the work performed and all materials furnished. 27 a. Subsidiary work and materials include: 28 1) preparing the subgrade 29 2) furnishing and placing all materials, including foundation course, 30 reinforcing steel, and expansion material 31 3) all manipulation, labor, tools, equipment, and incidentals necessary to 32 complete the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing fnrproventenls City Project Number - 02089 321613-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS ERS Page 2 of 5 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS [NOT USED] 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 CONDITIONS 10 A. Weather Conditions: see Section 32 13 13. 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT AND MATERIALS 15 A. Forms: see Section 32 13 13. 16 B. Concrete: see Section 32 13 13. 17 C. Reinforcement: see Section 32 13 13. 18 D. Joint Filler. 19 1. Wood Filler: see Section 32 13 13. 20 2. Pre -Molded Asphalt Board Filler: 21 a. Use only in areas where not practical for wood boards. 22 b. Pre -molded asphalt board filler: ASTM D545. 23 c. Install the required size and uniforrn thickness and as specified in plans. 24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 25 mixture of asphalt and vegetable fiber and/or mineral filler. 26 E. Expansion Joint Sealant: see Section 32 13 73. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321613-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 5 I 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 foul's 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 3I plans. 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 July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321613-4 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 slipforrning. 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 [REPAIR]/[RESTORATION] [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 July 1, 2011 Harriet Creelc Bridge Sidewalk and Bailing Improvements Cih' Project /\number - 020889 32 1613 -5 CONCRE 1 E CURB AND GUTTERS AND VALLEY GUTI`ERS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 312323-1 BORROW Page 1 of 4 1 SECTION 3123 23 2 BORROW 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish, place and compact Borrow material for grading. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 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 3. Section 31 24 00 — Embankments 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Borrow 16 a. Measurement 17 1) Measurement for this Item shall be by the cubic yard of loose Borrow 18 material as delivered to the Site and recorded by truck ticket provided to the 19 City. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price bid per cubic yard of `Borrow" delivered to the Site for: 24 a) Various Borrow materials 25 c. The price bid shall include: 26 1) Furnishing, placing, compacting and finishing Borrow 27 2) Hauling 28 3) Reworking 29 4) Disposal of excess or waste material 30 5) 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. ASTM Standards 37 a. ASTM D2487, Standard Practice for Classification of Soils for Engineering 38 Purposes (Unified Soil Classification System) 39 b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and 40 Plasticity Index of Soils CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20] 1 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 31 23 23 -2 BORROW Page 2of4 1 c, ASTM D6913, Standard Test Methods for Particle -Size Distribution 2 (Gradation) of Soils Using Sieve Analysis 3 d, ASTM D698, Standard Test Methods for Laboratory Compaction 4 Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 01 33 00. 8 B. All submittals shall be approved by the Engineer or the City prior to construction. 9 C. Submit laboratory tests reports for each soil borrow source used to supply general 10 borrow and select fill materials. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Stockpiled Borrow material 14 a. Provide a description of the storage of the delivered Borrow material only if the 15 Contract Documents do not allow storage of materials in the right-of-way of the 16 easement. 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 19 QUALITY ASSURANCE 20 A. Borrow material shall be tested prior to delivery to the Site. 21 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material 22 from each source. 23 a. All testing listed above shall be performed in terms of ASTM D698, ASTM 24 D6913 and ASTM D4318-10 respectively. 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Delivery 27 1. Coordinate all deliveries and haul -off. 28 B. Storage 29 1. Within Existing Rights -of -Way (ROW) 30 a. Borrow materials may be stored within existing ROW, easements or temporary 31 construction easements, unless specifically disallowed in the Contract 32 Documents. 33 b. Do not block drainage ways, inlets or driveways. 34 c. Provide erosion control in accordance with Section 31 25 00. 35 d. Store materials only in areas barricaded as provided in the traffic control plans. 36 e. In non -paved areas, do not store material on the root zone of any trees or in 37 landscaped areas, 38 2. Designated Storage Areas C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02039 31 2323 -3 BORROW Page 3 of 4 1 a. If the Contract Documents do not allow the storage of Borrow materials within 2 the ROW, easement or temporary construction easement, then secure and 3 maintain an adequate storage location. 4 b. Provide an affidavit that rights have been secured to store the materials on 5 private property. 6 e. Provide erosion control in accordance with Section 31 25 00. 7 d. Do not block drainage ways. 8 e. Only materials used for 1 working day will be allowed to be stored in the work 9 zone. 10 1.11 FIELD CONDITIONS [NOT USED] 11 1.1.2 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 14 2.2 PRODUCT TYPES AND MATERIALS 15 A. Borrow 16 1. Additional soil beneath pavements, roadways, foundations and other structures 17 required to achieve the elevations shown on the Drawings. 18 2. Acceptable Fill Material 19 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 20 ASTM D2487 21 b. Free from deleterious materials, boulders over 6 inches in size and organics 22 c. Can be placed free from voids 23 d. Must have 20 percent passing the number 200 sieve 24 3. Blended Fill Material 25 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 26 b. Blended with in -situ or imported Acceptable Fill material to meet the 27 requirements of an Acceptable Fill Material 28 e. Free from deleterious materials, boulders over 6 inches in size and organics 29 d. Must have 20 percent passing the number 200 sieve 30 4. Select Fill 31 a. Classified as SC or CL in accordance with ASTM D2487 32 b. Liquid limit less than 35 33 c. Plasticity index between 8 and 20 34 5. Cement Stabilized Sand (CSS) 35 a. Sand or silty sand 36 b. Free of clay or plastic material 37 c. Minimum of 4 percent cement content of Type I/II portland cement 38 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 39 D1633, Method A 40 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 41 D1633, Method A 42 f. Mix in a stationary pug mill, weigh -batch or continuous mixing plant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Greek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2 2.4 ACCESSORIES [NOT USED] 3 2.5 SOURCE QUALITY CONTROL [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 INSTALLATION 9 A. All Borrow placement shall be performed in accordance to Section 31 24 00. 10 3.5 REPAIR [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL 13 A. Field quality control will be performed in accordance to Section 31 24 00. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 312323-4 BORROW Page 4 of 4 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 20 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 312400-1 EMBANKMENTS Page 1 of 9 1 SECTION 31 24 00 2 EMBANKMENTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Or any other operation involving the placement of on -site materials. 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 I — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 1. Embankments a. b. c. Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement is shown on the Drawings 2) When measured by the cubic yard in its final position, this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. 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 cubic yard of "Embankment". No additional compensation will be allowed for shrinkage or swell factors as these are the Contractor's responsibility. The price bid shall include: 1) Transporting or hauling material 2) Placing, compacting, and furnishing Embankment 3) Construction Water 4) Dust Control 5) Reworking 6) Clean-up Measurement 1) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 Harriet Creek Bridge Sidewalk and Railing Improvements (91iy Project ct Number - 02089 312400-2 EMBANKMENTS Page 2 of 9 1 7) Proof Rolling 2 8) Disposal of excess materials 3 9) Reworking or replacement of undercut material 4 1.3 REFERENCES 5 A. Reference Standards 6 1. Reference standards cited in this specification refer to the current reference standard 7 published at the time of the latest revision date logged at the end of this 8 specification, unless a date is specifically cited. 9 2. ASTM Standards 10 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, 11- and Plasticity Index of Soils 12 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 13 Wax Method 14 c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction 15 Characteristics of Soil Using Standard Effort 16 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 17 Characteristics of Soil Using Modified Effort 18 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 19 Weight and Water Content Range for Effective Compaction of Granular Soils 20 Using a Vibrating Hammer 21 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In -Place 22 by the Sand Cone Method 23 1.4 ADMINSTRATIVE REQUIREMENTS 24 A. Sequencing 25 1. Sequence work such that calls of proctors are complete in accordance with ASTM 26 D698 prior to commencement of construction activities. 27 1.5 SUBMITTALS 28 A. Submittals shall be in accordance with Section 01 33 00. 29 B. All submittals shall be approved by the Engineer or the City prior to construction 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Shop Drawings 32 1. Stockpiled material 33 a. Provide a description of the storage of the excavated material only if the 34 Contract Documents do not allow storage of materials in the right-of-way or the 35 easement 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE, AND HANDLING 40 A. Storage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cit} Project Number - 02089 312400-3 EMBANKMENTS Page 3 of 9 1 1. Within Existing Rights -of -Way (ROW) 2 a. Soil may be stored within existing ROW, easements or temporary construction 3 easements, unless specifically disallowed in the Contract Documents. 4 b. Do not block drainage ways, inlets or driveways. 5 c. Provide erosion control in accordance with Section 31 25 00. 6 d. When the Work is performed in active traffic areas, store materials only in 7 areas barricaded as provided in the traffic control plans. 8 e. In non -paved areas, do not store material on the root zone of any trees or in 9 landscaped areas. 10 2. Designated Storage Areas 11 a. If the Contract Documents do not allow the storage within the ROW, easement 12 or temporary construction easement, then secure and maintain an adequate 13 storage location. 14 b. Provide an affidavit that rights have been secured to store the materials on 15 private property. 16 c. Provide erosion control in accordance with Section 31 25 00. 17 d. Do not block drainage ways. 18 1.11 FIELD CONDITIONS 19 A. Existing Conditions 20 1. Any data which has been or may be provided on subsurface conditions is not 21 intended as a representation or warranty of accuracy or continuity between soils. It 22 is expressly understood that neither the City nor the Engineer will be responsible 23 for interpretations or conclusions drawn there from by the Contractor. 24 2. Data is made available for the convenience of the Contractor. 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [NOT USED] 28 2.2 PRODUCT TYPES AND MATERIALS 29 A. Materials 30 1. Acceptable Fill Material 31 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 32 ASTM D2487 33 b. Free from deleterious materials, boulders over 6 inches in size and organics 34 c. Can be placed free from voids 35 d. Must have 20 percent passing the number 200 sieve 36 2. Blended Fill Material 37 a. 1n-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 38 b. Blended with in -situ or imported acceptable backfill material to meet the 39 requirements of an Acceptable Backfill Material 40 c. Free from deleterious materials, boulders over 6 inches in size and organics 41 d. Must have 20 percent passing the number 200 sieve 42 3. Unacceptable Fill Material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 312400-4 EMBANKMENTS Page 4 of 9 1 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 2 D2487 3 4. Select Fill 4 a. Classified as SC or CL in accordance with ASTM D2487 5 b. Liquid limit less than 35 6 c. Plasticity index between 8 and 20 7 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 8 2.4 ACCESSORIES [NOT USED] 9 2.5 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED) 13 3.3 PREPARATION 14 A. Protection of In -Place Conditions 15 1. Pavement 16 a. Conduct activities in such a way that does not damage existing pavement that is 17 designated to remain. 18 b. Repair or replace any pavement damaged due to the negligence of the I9 contractor outside the limits designated for pavement removal at no additional 20 cost 21 2. Trees 22 a. When operating outside of existing ROW, stake permanent and temporary 23 construction easements. 24 b. Restrict all construction activities to the designated easements and ROW. 25 c. Flag and protect all trees designated to remain in accordance with Section 31 10 26 00. 27 d. Conduct embankments in a manner such that there is no damage to the tree 28 canopy. 29 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 30 specifically allowed by the City. 31 1) Pruning or trimming may only be accomplished with equipment 32 specifically designed for tree pruning or trimming. 33 3. Above ground Structures 34 a. Protect all above ground structures adjacent to the construction. 35 4. Traffic 36 a. Maintain existing traffic, except as modified by the traffic control plan, and in 37 accordance with Section 34 71 13. 38 b. Do not block access to driveways or alleys for extended periods of time unless: 39 1) Alternative access has been provided 40 2) Proper notification has been provided to the property owner or resident 41 3) It is specifically allowed in the traffic control plan CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I /larriet Creek Bridge Sidewalk and Railing Lnproveinents City Project Number - 02089 312400-5 EMBANKMENTS Page 5 of 9 3.4 INSTALLATION 2 A. Embankments General 3 I. Placing and Compacting Embankment Material 4 a. Perform fill operation in an orderly and systematic manner using equipment in 5 proper sequence to meet the compaction requirements 6 b. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 7 6 inches, unless otherwise shown on the Drawings 8 c. Place fill on surfaces free from trees, stumps, roots, vegetation, or other 9 deleterious materials 10 d. Bench slopes before placing material. 11 e. Begin tilling in the lowest section or the toe of the work area 12 f. When fill is placed directly or upon older fill, remove debris and any loose 13 material and proof roll existing surface. 14 g. After spreading the loose lifts to the required thickness and adjusting its 15 moisture content as necessary, simultaneously recompact scarified material 16 with the placed embankment material. 17 h. Roll with sufficient number passes to achieve the minimum required 18 compaction. 19 i. Provide water sprinkled as necessary to achieve required moisture levels for 20 specified compaction 21 j. Do not add additional lifts until the entire previous lift is properly compacted. 22 2. Surface Water Control 23 a. Grade surface horizontally but provide with sufficient longitudinal and 24 transverse slope to allow for runoff of surface water from every point. 25 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 26 created. 27 c. Install temporary dewatering sumps in low areas during filling where excess 28 amounts of runoff collect. 29 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 30 free from humps and hollows that would prevent proper uniform compaction. 31 e. Do not place fill during or shortly after rain events which prevent proper work 32 placement of the material and compaction 33 f. Prior to resuming compaction operations, remove muddy material off the 34 surface to expose firm and compacted materials 35 B. Embankments for Roads 36 1. Only Acceptable Fill Material will be allowed for roadways 37 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 38 the finished grade of the street 39 3. Construct generally to conform to the cross section of the subgrade section as 40 shown in the drawings. 41 4. Establish grade and shape to the typical sections shown on the Drawings 42 5. Maintain finished sections of embankment to the grade and compaction 43 requirements until the project is accepted. 44 C. Earth Embankments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I.2011 Harriet Creek Bridge Sidewalk and Bailing Improvements City Project Number - (12089 312400-6 EMBANKMENTS Page 6 of 9 1 1. Earth embankment is mainly composed of material other than rock. Construct 2 embankments in successive layers, evenly distributing materials in lengths suited 3 for sprinkling and rolling. 4 2. Rock or Concrete: 5 a. Obtain approval from the City prior to incorporating rock and broken concrete 6 produced by the construction project in the lower layers of the embankment. 7 b. No Rock or Concrete will be permitted in embankments in any location where 8 future utilities are anticipated. 9 c. When the size of approved rock or broken concrete exceeds the layer thickness 10 place the rock and concrete outside the limits of the proposed structure or 11 pavement. Cut and remove all exposed reinforcing steel from the broken 12 concrete. 13 3. Move the material dumped in piles or windrows by blading or by similar methods 14 and incorporate it into uniform layers. 15 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 16 ensure there are no abrupt changes in the material. 17 5. Break down clods or lumps of material and mix embankment until a uniform 18 material is attained. 19 D. Rock Embankments 20 I. Rock embankment is mainly composed of rock. 21 2. Rock Embankments for roadways are only allowed when specifically designated on 22 the drawings. 23 3. Construct rock embankments in successive layers for the full width of the roadway 24 cross-section with a depth of 18-inches or less. 25 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 26 case. Fill voids created by the large stone matrix with smaller stones during the 27 placement and filling operations. 28 5. Ensure the depth of the embankment layer is greater than the maximum dimension 29 of any rock. 30 6. Do not place rock greater than 18-inches in its maximum dimension. 31 7. Construct the final layer with graded material so that the density and uniformity is 32 in accordance compaction requirements. 33 8. The upper or final layer of rock embankments shall contain no material larger than 34 4 inches in their maximum dimension. 35 E. Density 36 1. Compact each layer until the maximum dry density as determined by ASTM D698 37 is achieved. 38 a. Not Under Roadway or Structure: 39 1) areas to be compacted in the open, not beneath any structure, pavement, 40 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 41 edge of pavement, or back of curb. 42 a) Compact each layer to a minimum of 90 percent Standard Proctor 43 Density. 44 b. Embankments under future paving: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 312400-7 EMBANKMENTS Page 7 of 9 1 1) Compact each layer to a minimum of 95% standard proctor density with a 2 moisture content not to exceed +4% or -2% of optimum moisture or as 3 indicated on the drawings 4 c. Embankments under structures: 5 1) Compacted each layer as indicated on the Drawings 6 F. Maintenance of Moisture and Reworking 7 1. Maintain the density and moisture content once all requirements are met. 8 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 9 percentage points below optimum. 10 3. Rework the material to obtain the specified compaction when the material loses the 11 required stability, density, moisture, or finish. 12 4. Alter the compaction methods and procedures on subsequent work to obtain 13 specified density as directed by the City. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUAILITY CONTROL 17 A. Field Tests and Inspections 18 1. Proctors 19 a. The City will perforrn Proctors in accordance with ASTM D698. 20 b. Test results will generally be available to within 4 calendar days and distributed 21 to: 22 I) Contractor 23 2) City Project Manager 24 3) City Inspector 25 4) Engineer 26 c. Notify the City if the characteristic of the soil changes. 27 d. City will perform new proctors for varying soils: 28 1) When indicated in the geotechnical investigation in the Appendix 29 2) If notified by the Contractor 30 3) At the convenience of the City 31 e. Embankments where different soil types are present and are blended , the 32 proctors shall be based on the mixture of those soils. 33 2. Proof Rolling 34 a. Embankments Under Future Pavement 35 I) City Project Representative must be on -site during proof rolling operations. 36 2) Use equipment that will apply sufficient load to identify soft spots that rut 37 or pump. 38 a) Acceptable equipment includes fully loaded single -axle water truck 39 with a 1500 gallon capacity. 40 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 41 4) Offset each trip by at most I tire width. 42 5) If an unstable or non -uniform area is found, correct the area. 43 6) Correct 44 a) Soft spots that rut or pump greater than 3/4 inch. 45 b) Areas that are unstable or non -uniform. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 312400-8 EMBANKMENTS Page 8 of 9 1 7) If a non -uniform area is found then correct the area. 2 b. Embankments Not Under Future Paving 3 1) No Proof Rolling is required. 4 3. Density Testing of Baekfill 5 a. Density Test Shall be in conformance with ASTM D2922. 6 b. For Embankments under future pavement: 7 1) The City will perform density testing twice per working day when 8 compaction operations are being conducted. 9 2) The testing lab shall take a minimum of 3 density tests, but the number of 10 test shall be appropriate for the area being compacted. 11 3) Testing shall be representative of the current lift being compacted. 12 4) Special attention should be placed on edge conditions. 13 c. For Embankments not under future pavement or structures: 14 1) The City will perform density testing once working day when compaction 15 operations are being conducted. 16 2) The testing lab shall take a minimum of 3 density tests. 17 3) Testing shall be representative of the current lift being compacted. 18 d. Make the area where the embankment is being placed available for testing. 19 e. The City will determine the location of the test. 20 f. The City testing lab will provide results to Contractor and the City's Inspector 21 upon completion of the testing. 22 g. A formal report will be posted to the City's Buzzsaw site within 48 hours. 23 h. Test reports shall include: 24 1) Location of test by station number 25 2) Time and date of test 26 3) Depth of testing 27 4) Field moisture 28 5) Dry density 29 6) Proctor identifier 30 7) Percent Proctor Density 31 B. Non -Conforming Work 32 1. All non-confor ning work shall be removed and replaced, 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 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 Revision Log DATE NAME SUMMARY OF CI-IANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 3I2400-9 EMBANKMENTS Page 9 of 9 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 SECTION 32 13 13 CONCRETE PAVING 3 PART 1- GENERAL 321313-1 CONCRETE PAVING Page 1 of 21 4 1.1 SUMMARY 5 A. Section includes finished pavement constructed of portland cement concrete including 6 monolithically poured curb on the prepared subgrade or other base course. 7 B. Standard Details. 8 1. Reinforced Concrete 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 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 32 01 29 - Concrete Paving Repair. 16 4. Section 32 13 73 - Concrete Paving Joint Sealants. 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment. 19 1. Measurement: measured by the square yard of completed and accepted pavement in 20 its final position and measured from back of curb for various classes and 21 thicknesses. 22 2. Payment: based on the work performed and all materials furnished for concrete 23 paving. Subsidiary work and materials include: 24 a. shaping and fine grading the roadbed 25 b. furnishing and applying all water required 26 c. furnishing, loading and unloading, storing, hauling and handling all concrete 27 ingredients including all freight and royalty involved 28 d. mixing, placing, finishing and curing all concrete 29 e. furnishing and installing all reinforcing steel 30 f. furnishing all materials and placing longitudinal, warping, expansion, and 31 contraction joints, including all steel dowels, dowel caps and load transmission 32 units required, wire and devices for placing, holding and supporting the steel 33 bar, load transmission units, and joint filler material in the proper position; for 34 coating steel bars where required by the plans 35 g. sealing joints 36 h. monolithically poured curb 37 i. all manipulations, labor, equipment, appliances, tools, and incidentals necessary 38 to complete the work. 39 1.3 REFERENCES 40 A. Reference Standards. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railingbnprovenments C'Ity Project Number - (12089 3213 13 -2 CONCRETE PAVING Page 2 of 21 1 1. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this 3 specification, unless a date is specifically cited. 4 2. ASTM International (ASTM): 5 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 6 Reinforcement 7 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 8 Field 9 e. C33, Concrete Aggregates 10 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 11 Specimens 12 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 13 Beams of Concrete 14 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 15 g. C 150, Portland Cement 16 h. C156, Water Retention by Concrete Curing Materials 17 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 18 j. C260, Air Entraining Admixtures for Concrete 19 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 20 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 21 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 22 Admixture in Concrete 23 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 24 Concrete 25 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 26 Cement Concrete 27 p. C1602, Standard Specification for Mixing Water Used in the Production of 28 Hydraulic Cement Concrete. 29 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 30 (12,400 ft-1bf/ft3) 31 3. American Concrete Institute (ACI): 32 a. ACI 305.1-06 Specification for Hot Weather Concreting 33 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 34 c. ACI318 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Mix Design: submit for approval. See Item 2.4.A. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 3213 t3-3 CONCRETE PAVING Page 3of21 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING jNOT USED] 5 1.11 FIELD CONDDITIONS 6 A. Weather Conditions. 7 1. Place concrete when concrete temperature is between 40 and 100 degrees when 8 measured in accordance with ASTM C1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Take immediate corrective action or cease paving when the ambient 11 temperature exceeds 95 degrees. 12 b. Concrete paving operations shall be approved by the City when the concrete 13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 14 Concreting (ACI 305.1-06). 15 3. Cold Weather Concreting 16 a. Do not place when ambient temp in shade is below 40 degrees and failing. 17 Concrete may be placed when ambient temp is above 35 degrees and rising or 18 above 40 degrees. 19 b. Concrete paving operations shall be approved by the City when ambient 20 temperature is below 40 degrees. See Standard Specification for Cold Weather 21 Concreting (ACI 306.1-90). 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light, or as directed by the City. 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 27 2.2 MATERIALS 28 A. Cementitious Material: ASTM C150. 29 B. Aggregates: ASTM C33. 30 C. Water: ASTM C1602. 31 D. Admixtures: When admixtures are used, conform to the appropriate specification: 32 1. Air -Entraining Admixtures for Concrete: ASTM C260. 33 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 34 3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM 35 C618. 36 E. Steel Reinforcement: ASTM A615. 37 F. Steel Wire Reinforcement: Not used for concrete pavement. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313-4 CONCRETE PAVING Page 4 of 21 1 G. Dowels and Tie Bars. 2 1. Dowel and tie bars: ASTM A615. 3 2. Dowel Caps. 4 a. Provide dowel caps with enough range of movement to allow complete closure 5 of the expansion joint. 6 b. Caps for dowel bars shall be of the length shown on the plans and shall have an 7 internal diameter sufficient to permit the cap to freely slip over the bar. 8 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 9 and one end of the cap shall be rightly closed. 10 3. Epoxy for Dowel and Tie Bars: ASTM C881. 11 a. See following table for approved producers of epoxies and adhesives 12 Pre -Qualified Producers of Epoxies and Adhesives Product Name Concresive 1420 HTE-50 T308-1- P E 1000+ C-6 Epcon G-5 Pro-Poxy-300 Fast Tube Shep-Poxy TxIII Ultrabond 1300 Tubes Ultrabone 2300 N.S. A-22-2300 Slow Set Dynapoxy EP-430 EDOT ET22 SET 22 SpecPoxy 3000FS Producer BASF Hilti Powers Fasteners Powers Fasteners Ramset-Redhead Ramset-Redhead Unitex CMC Construction Services Adhesives Technology Adhesives Technology Pecora Corp. Simpson Strong Tie Simpson Strong Tie Simpson Strong Tie SpecChem 13 14 b. Epoxy Use, Storage and Handling. 15 1) Package components in airtight containers and protect from light and 16 moisture. 17 2) Include detailed instructions for the application of the material and all 18 safety information and warnings regarding contact with the components. 19 3) Epoxy label requirements 20 a) Resin or hardener components; 21 b) Brand name; 22 c) Name of manufacturer; 23 d) Lot or batch number; 24 e) Temperature range for storage; 25 f) Date of manufacture CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Manner- 02089 321313-5 CONCRETE PAVING Page 5 of 21 1 g) Expiration date; and 2 h) Quantity contained 3 4) Store epoxy and adhesive components at temperatures recommended by the 4 manufacturer. 5 5) Do not use damaged or previously opened containers and any material that 6 shows evidence of crystallization, lumps skinning, extreme thickening, or 7 settling of pigments that cannot be readily dispersed with normal agitation. 8 6) Follow sound environmental practices when disposing of epoxy and 9 adhesive wastes. 10 7) Dispose of all empty containers separately. 11 8) Dispose of epoxy by completely emptying and mixing the epoxy before 12 disposal 13 H. Reinforcement Bar Chairs. 14 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 15 reinforcement bars and shall not bend or break under the weight of the 16 reinforcement bars or CONTRACTOR'S personnel walking on the reinforcing bars. 17 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or 18 plastic. 19 3. For approval of plastic chairs, representative samples of the plastic shall show no 20 visible indications of deterioration after immersion in a 5-percent solution of 21 sodium hydroxide for 120-hours. 22 4. Bar chairs may be rejected for failure to meet any of the requirements of this 23 specification. 24 I. Joint Filler. 25 1. Joint filler is the material placed in concrete pavement and concrete structures to 26 allow for the expansion and contraction of the concrete. 27 2. Wood Boards: Used as joint filler for concrete paving. 28 a. Boards for expansion joint filler shall be of the required size, shape and type 29 indicated on the plans or required in the specifications. 30 1) Boards shall be of selected stock of redwood or cypress. The boards shall 31 be sound heartwood and shall be free from sapwood, knots, clustered 32 birdseyes, checks and splits. 33 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 34 be sufficiently rigid to permit ease of installation. 35 3) Boards shall be furnished in lengths equal to the width between 36 longitudinal joints, and may be furnished in strips or scored sheet of the 37 required shape. 38 3. Dimensions, The thickness of the expansion joint filler shall be shown on the plans; 39 the width shall be not less than that shown on the plans, providing for the top seal 40 space. 41 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 42 requirements of this specification. 43 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 44 K. Curing Materials. 45 1. Membrane -Forming Compounds. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements CIO) Project Number - 02089 321313-6 CONCRETE PAVING Page 6 of 21 1 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 2 compound and be of such nature that it shall not produce permanent 3 discoloration of concrete surfaces nor react deleteriously with the concrete. 4 b. The compound shall produce a firm, continuous uniform moisture -impermeable 5 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 6 concrete. 7 c. It shall, when applied to the damp concrete surface at the specified rate of 8 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 9 normal conditions suitable for concrete operations. 10 d. It shall adhere in a tenacious film without running off or appreciably sagging. 11 e. It shall not disintegrate, check, peel or crack during the required curing period. 12 f. The compound shall not peel or pick up under traffic and shall disappear from 13 the surface of the concrete by gradual disintegration. 14 g. The compound shall be delivered to the job site in the manufacturer's original 15 containers only, which shall be clearly labeled with the manufacturer's name, 16 the trade name of the material and a batch number or symbol with which test 17 samples may be correlated. 18 h. When tested in accordance with ASTM C156 Water Retention by Concrete 19 Curing Materials, the liquid membrane -forming compound shall restrict the loss 20 of water present in the test specimen at the time of application of the curing 21 compound to not more than 0.01-oz.-per-2 inches of surface. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL 24 A. Mix Design 25 1. Concrete Mix Design and Control. 26 a. At least 10 calendar days prior to the start of concrete paving operations, the 27 CONTRACTOR shall submit a design of the concrete mix it proposes to use 28 and a full description of the source of supply of each material component. 29 b. The design of the concrete mix shall produce a quality concrete complying with 30 these specifications and shall include the following information: 31 1) Design Requirements and Design Sunnrnary. 32 2) Material source. 33 3) Dry weight of cement/cu. yd. and type. 34 4) Dry weight of fly ash/cu. yd. and type, if used. 35 5) Saturated surface dry weight of fine and coarse aggregates/cu. yd. 36 6) Design water/cu. yd. 37 7) Quantities, type, and name of admixtures with manufacturer's data sheets. 38 8) Current strength tests or strength tests in accordance with ACI 318. 39 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 40 and date of tests. 41 10) Fineness modulus of fine aggregate. 42 11) Specific Gravity and Absorption Values of fine and coarse aggregates. 43 12) L.A. Abrasion of coarse aggregates. 44 c. Once mix design approved by City, maintain intent of mix design and maximum 45 water to cement ratio. 46 d. No concrete may be placed on the job site until the mix design has been 47 approved by the City. 48 2. Quality of Concrete. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313-7 CONCRETE PAVING Page 7 of 21 1 a. Consistency. 2 1) In general, the consistency of concrete mixtures shall be such that: 3 a) mortar shall cling to the coarse aggregate, 4 b) aggregate shall not segregate in concrete when it is transported to the 5 place of deposit, 6 c) concrete, when dropped directly from the discharge chute of the mixer, 7 shall flatten out at the center of the pile, but the edges of the pile shall 8 stand and not flow, 9 d) concrete and mortar shall show no free water when removed from the 10 mixer, 11 e) concrete shall slide and not flow into place when transported in metal 12 chutes at an angle of 30 degrees with the horizontal, and 13 f) surface of the finished concrete shall be free from a surface film or 14 laitance. 15 2) When field conditions are such that additional moisture is needed for the 16 final concrete surface finishing operation, the required water shall be 17 applied to the surface by hand sprayer only and be held to a minimum 18 amount. I9 3) The concrete shall be workable, cohesive, possess satisfactory finishing 20 qualities and be of the stiffest consistency that can be placed and vibrated 21 into a homogeneous mass. 22 4) Excessive bleeding shall be avoided. 23 5) If the strength or consistency required for the class of concrete being 24 produced is not secured with the minimum cement specified or without 25 exceeding the maximum water/cement ratio, the CONTRACTOR may use, 26 or the City may require, an approved cement dispersing agent (water 27 reducer); or the CONTRACTOR shall furnish additional aggregates, or 28 aggregates with different characteristics, or the CONTRACTOR may use 29 additional cement in order to produce the required results. 30 6) The additional cement may be pennitted as a temporary measure, until 31 aggregates are changed and designs checked with the different aggregates 32 or cement dispersing agent. 33 7) The CONTRACTOR is solely responsible for the quality of the concrete 34 produced. 35 8) The City reserves the right to independently verify the quality of the 36 concrete through inspection of the batch plant, testing of the various 37 materials used in the concrete and by casting and testing concrete cylinders 38 or beams on the concrete actually incorporated in the pavement. 39 b. Standard Class. 40 1) Unless otherwise shown on the plans or detailed specifications, the standard 41 class for concrete paving for streets and alleys is shown in the following 42 table. 43 CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 Standard Classes of Pavement Concrete Class of Minimum Concrete' Cementitious, Lb./CY 28 Day Min. Compressive, Strength2 psi Maximum Water/ Cementitious, Ratio P 517 3600 0.49 H 564 4500 0.45 1. All exposed horizontal concrete shall have entrained -air. 2. Minimum Compressive Strength Required. 321313-8 CONCRETE PAVING Page 8 of 21 Course Aggregate Maximum Size inch 1-1/2 1-1/2 2) Machine -Laid concrete: Class P 3) Hand -Laid concrete: Class H. c. High Early Strength Concrete (HES). 1) When shown on the plans or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the plans allowed, 3) No strength overdesign is required. Class of Concrete' HES Standard Classes of Pavement Concrete Minimum Cementitious Lb./CY 564 28 Day Min. Maximum Course Compressive Water/ Aggregate Strength2 Cementitious Maximum psi Ratio Size, inch 4500 0.45 1-1/2 I d. Slump, 1) Slump requirements for pavement and related concrete shall be as specified in the following table. Concrete Pavement Slump Requirements Concrete Use Slip-Fonlr/Form-Riding Paving Hand Formed Paving Sidewalk, Curb and Gutter, Concrete Valley Gutter and Other Miscellaneous Concrete Recommended Design and Placement Slump, inch 1-1/2 4 4 Maximum Acceptable Placement Slump, inch 3 5 5 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313-9 CONCRETE PAVING Page 9 of 21 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices (augers), internal vibration, 13 tamping, and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine -Laid Concrete Pavement 16 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip -Form Paver. 20 1) Slip -form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions, shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip -Form Paver if paver requires over -digging and 24 impacts trees, mailboxes or other improvements. 25 4. Hand -Laid Concrete Pavement 26 a. Machines that do not incorporate these features, such as roller screeds or 27 vibrating screeds, shall be considered tools to be used in hand -laid concrete 28 construction, as slumps, spreading methods, vibration, and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 B. Concrete Mixing and Delivery 33 I. Transit Battling: shall not be used — onsite mixing not permitted 34 35 36 37 38 39 40 41 42 Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this specification and ASTM C94/C94M.City shall have access ready mix to get samples of materials. b. City shall have access to ready mix plant to obtain material samples. c. When ready -nix concrete is used, sample concrete per ASTM C94 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 15% and 85% of the load. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nu,nber- 02089 321313-10 CONCRETE PAVING Page 10 of 21 1 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions, but not from the very ends of the batch. 3 d. The mixing of each batch, after all materials are in the drum, shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection, or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 f. Retempering or remixing shall not be permitted. 10 3. Delivery. 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets. 14 a. For all operations, the manufacturer of the concrete shall, before unloading, 15 furnish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed, stamped, or written, the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier. 19 2) Serial number of ticket. 20 3) Date. 21 4) Truck number. 22 5) Name of purchaser. 23 6) Specific designation of job (name and location). 24 7) Specific class, design identification and designation of the concrete in 25 conformance with that employed in job specifications. 26 8) Amount of concrete in cubic yards. 27 9) Time loaded or of first mixing of cement and aggregates. V8 10) Water added by receiver of concrete. 29 11) Type and amount of admixtures. 30 C. Subgrade 31 1. When manipulation or treatment of subgrade is required on the plans, the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the plans or established by the City. 36 3. All holes, ruts and depressions shall be filled and compacted with suitable material 37 and, if required, the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.201 1 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313-lI CONCRETE PAVING Page 11 of 21 1 9. The CONTRACTOR shall notify the City at least 24 hours in advance of its 2 intention to place concrete pavement. 3 10. After the specified moisture and density are achieved, the CONTRACTOR shall 4 maintain the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine -laid concrete 10 1) The side forms shall be metal, of approved cross section and bracing, of a 11 height no less than the prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Fonns shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing, settling or deflection. 17 3) The forms shall be free from warps, bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Fonns shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Folios shall be set to line and grade at least 200 feet, where practicable, in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in finn contact with the subgrade throughout their length 26 and base width. 27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand -laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 32 inches in thickness or equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cia' Project Number - 02089 321313-12 CONCRETE PAVING Page 12 of 21 1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement, promptly 5 apply membrane curing compound to the edge of the concrete pavement. 6 E. Placing Reinforcing Steel, Tie, and Dowel Bars 7 1. General. 8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 9 as shown on the plans. 10 b. All reinforcing steel shall be clean, free from rust in the form of loose or 11 objectionable scale, and of the type, size and dimensions shown on the plans. 12 c. Reinforcing bars shall be securely wired together at the alternate intersections 13 and all splices and shall be securely wired at each intersection dowel and load- 14 transmission unit intersected. 15 d. All bars shall be installed in their required position as shown on the plans. 16 e. The storing of reinforcing or structural steel on completed roadway slabs 17 generally shall be avoided and, where permitted, such storage shall be limited 18 to quantities and distribution that shall not induce excessive stresses. 19 2. Splices. 20 a. Provide standard reinforcement splices by lapping and tying ends. 21 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 22 the documents 23 3. Installation of Reinforcing Steel 24 a. All reinforcing bars and bar mats shall be installed in the slab at the required 25 depth below the finished surface and supported by and securely attached to bar 26 chairs installed on prescribed longitudinal and transverse centers as shown by 27 sectional and detailed drawings on the plans. 28 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 29 on the plans and shall be approved by the City prior to extensive fabrication 30 c. After the reinforcing steel is securely installed above the subgrade as specified 31 in plans and as herein prescribed, no loading shall be imposed upon the bar 32 mats or individual bars before or during the placing or finishing of the concrete. 33 4. Installation of Dowel Bars 34 a. Install through the predrilled joint filler and rigidly support in true horizontal 35 and vertical positions by an assembly of bar chairs and dowel baskets. 36 b. Dowel Baskets. 37 1) The dowels shall be held in position exactly parallel to surface and 38 centerline of the slab, by a dowel basket that is left in the pavement. 39 2) The dowel basket shall hold each dowel in exactly the correct position so 40 firmly that the dowel's position cannot be altered by concreting operations. 41 c. Dowel Caps. 42 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 43 direction. 44 5. Tie Bar and Dowel Placement, 45 a. Place at mid -depth of the pavement slab, parallel to the surface. 46 b. Place as shown on the plans. 47 6. Epoxy for Tie and Dowel Bar Installation 48 1) Epoxy bars as shown on the plans. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313 -13 CONCRETE PAVING Page 13 of21 1 2) Use only drilling operations that do not damage the surrounding operations. 2 3) Blow out drilled holes with compressed air. 3 4) Completely fill the drilled hole with approved epoxy before inserting the tie 4 bar into the hole. 5 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 6 F. Joints 7 1. Joints shall be placed where shown on the plans or where directed by the City. 8 2. The plane of all joints shall make a right angle with the surface ()tithe pavement. 9 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 10 4. Joint Dimensions. 11 a. The width of the joint shall be shown on the plans, creating the joint sealant 12 reservoir. 13 b. The depth of the joint shall be shown on the plans. 14 e. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 15 recommendations. 16 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 17 surface at the center of the joint. 18 5. Transverse Expansion Joints. 19 a. Expansion joints shall be installed perpendicularly to the surface and to the 20 centerline of the pavement at the locations shown on the plans, or as approved 21 by the City. 22 b. Joints shall be of the design width, and spacing shown on the plans, or as 23 approved by the City. 24 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 25 the City, and shall be installed at the specified spacing. 26 d. Support dowel bars with dowel baskets. 27 e. Dowels shall restrict the free opening and closing of the expansion join and 28 shall not make planes of weaknesses in the pavement. 29 f. Greased Dowels for Expansion Joints. 30 1) Coat dowels with a thin film of grease or other approved de -bonding 31 material. 32 2) Provide dowel caps on the lubricated end of each dowel bar. 33 g. Proximity to Existing Structures. When the pavement is adjacent to or around 34 existing structures, expansions joints shall be constructed in accordance with 35 the details shown on the plans. 36 6. Transverse Contraction Joints. 37 a. Contraction or dummy joints shall be installed at the Locations and at the 38 intervals shown on the plans. 39 b. Joints shall be of the design width, and spacing shown on the plans, or as 40 approved by the City. 41 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 42 the City, and shall be installed at the specified spacing. 43 d. Joints shall be sawed into the completed pavement surface as soon after initial 44 concrete set as possible so that some raveling of the concrete is observed in 45 order for the sawing process to prevent uncontrolled shrinkage cracking. 46 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 47 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 48 pavement thickness, or deeper if so indicated on the plans. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313 -14 CONCRETE PAVING Page 14 of 21 1 f. Complete sawing as soon as possible in hot weather conditions and within a 2 maximum of 24 hours after saw cutting begins under cool weather conditions. 3 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 4 the point where some raveling is observed. 5 h. Damage by blade action to the slab surface and to the concrete immediately 6 adjacent to the joint shall be minimized. 7 i. Any portion of the curing membrane which has been disturbed by sawing 8 operations shall be restored by spraying the areas with additional curing 9 compound. 10 7. Transverse Construction Joints. 11 a. Construction joints formed at the close of each day's work or when the placing 12 of concrete has been stopped for 30-minutes or longer shall be constructed by 13 use of metal or wooden bulkheads cut true to the section of the finished 14 pavement and cleaned. 15 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 16 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 17 surface and at right angles to the centerline of the pavement. 18 d. Edges shall be rounded to 1/4 inch radius. 19 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 20 the work. 21 8. Longitudinal Construction Joints. 22 a. Longitudinal construction joints shall be of the type shown on the plans. 23 9. Joint Filler. 24 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 25 plans. 26 b. Redwood Board joints shall be used for all pavement joints except for 27 expansion joints that are coincident with a butt joint against existing 28 pavements. 29 c. Boards with less than 25-percent of moisture at the time of installation shall be 30 thoroughly wetted on the job. 31 d. Green lumber of much higher moisture content is desirable and acceptable. 32 e. The joint filler shall be appropriately drilled to admit the dowel bars when 33 required. 34 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 35 slab. The top edge shall be held approximately 1/2 inch below the finished 36 surface of the pavement in order to allow the finishing operations to be 37 continuous. 38 g. The joint filler may be composed of more than one length of board in the 39 length of joint, but no board of a length less than 6 foot may be used unless 40 otherwise shown on the plans. 41 h. After the removal of the side forms, the ends of the joints at the edges of the 42 slab shall be carefully opened for the entire depth of the slab. 43 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 44 and as specified in Section 32 13 73. Materials shall generally be handled and 45 applied according to the manufacturer's recommendations as specified in Section 46 32 13 73. 47 G. Placing Concrete CITY C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313 -15 CONCRETE PAVING Page 15 of 21 1 1. Unless otherwise specified in the plans, the finished pavement shall be constructed 2 monolithically and constructed by machined laid method unless impractical. 3 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 4 shall be distributed to the required depth and for the entire width of the pavement 5 by shoveling or other approved methods. 6 3. Any concrete not placed as herein prescribed within the time limits in the following 7 table will be rejected. Time begins when the water is added to the mixer. 8 Temperature — Time Requirements Concrete Temperature Max Time — minutes (at point of placement) (no retarding agent) Non -Agitated Concrete All temperatures 45 Agitated Concrete Above 90°F Time may be reduced by City Above 75°F thru 90°F 60 75°F and Below 60 Max Time — minutes (with retarding agent)1 45 75 90 120 9 1 Normal dosage of retarder. 10 11 4. Rakes shall not be used in handling concrete. 12 5. At the end of the day, or in case of unavoidable interruption or delay of more than 13 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 14 placed in accordance with 3.4.F.7 of this Section. 15 6. Honeycombing. 16 a. Special care shall be taken in placing and spading the concrete against the 17 forms and at all joints and assemblies so as to prevent honeycombing. 18 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 19 the removal of the side forms, may be cause for rejection of the section of slab 20 in which the defect occurs. 21 H. Finishing 22 1. Machine. 23 a. Tolerance Limits. 24 1) While the concrete is still workable, it shall be tested for irregularities with 25 a 10 foot straightedge placed parallel to the centerline of the pavement so as 26 to bridge depressions and to touch all high spots. 27 2) Ordinates measured from the face of the straightedge to the surface of the 28 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point 29 of contact. 30 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 31 than 1/8 inch. 32 4) Any surface not within the tolerance limits shall be reworked and 33 refinished. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Hailing Improvements City Project Number - 02(189 321313-16 CONCRETE PAVING Page 16 of 21 1 b. Edging. 2 1) The edges of slabs and all joints requiring edging shall be carefully tooled 3 with an edger of the radius required by the plans at the time the concrete 4 begins to take its "set" and becomes non -workable. 5 2) All such work shall be left smooth and true to lines. 6 7 8 9 10 11 12 13 14 15 Hand. a. Hand finishing pelanitted only in intersections and areas inaccessible to a finishing machine. b. When the hand method of striking off and consolidating is permitted, the concrete, as soon as placed, shall be approximately leveled and then struck off with screed bar to such elevation above grade that, when consolidated and finished, the surface of the pavement shall be at the grade elevation shown on the plans. c. A slight excess of material shall be kept in front of the cutting edge at all times. d. The straightedge and joint finishing shall be as prescribed herein. 16 I. Curing 17 1. The curing of concrete pavement shall be thorough and continuous throughout the 18 entire curing period. 19 2. Failure to provide proper curing as herein prescribed shall be considered as 20 sufficient cause for immediate suspension of the paving operations. 21 3. The curing method as herein specified does not preclude the use of any of the other 22 commonly used methods of curing, and the City may approve another method of 23 curing if so requested by the CONTRACTOR. 24 4. If any selected method of curing does not afford the desired results, the City shall 25 have the right to order that another method of curing be instituted. 26 5. After removal of the side forms, the sides of the slab shall receive a like coating 27 before earth is banked against them. 28 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 29 as to cover the entire surfaces thoroughly and completely with a uniform film. 30 7. The rate of application shall be such as to ensure complete coverage and shall not 31 exceed 20-square-yards-per-gallon of curing compound. 32 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 33 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 34 curing period. 35 9. If for any reason the seal is broken during the curing period, it shall be immediately 36 repaired with additional sealing solution. 37 10. When tested in accordance with ASTM C 156 Water Retention by Concrete Curing 38 Materials, the curing compound shall provide a film which shall have retained 39 within the test specimen a percentage of the moisture present in the specimen when 40 the curing compound was applied according to the following. 41 11. CONTRACTOR shall maintain and properly repair damage to curing materials on 42 exposed surfaces of concrete pavement continuously for a Ieast 72 hours. 43 J. Monolithic Curbs 44 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 45 back from the paving mixer, shall be placed within 20-minutes after being mixed. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313 -17 CONCRETE PAVING Page 17 of 21 1 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 2 shall be thoroughly worked with a wooden flat. 3 3. The exposed edges shall be rounded by the use of an edging tool to the radius 4 indicated on the plans. 5 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 6 K. Alley Paving 7 1. Alley paving shall be constructed in accordance with the specifications for concrete 8 paving hereinbefore described, in accordance with the details shown on the plans, 9 and with the following additional provisions: 10 a. Alley paving shall be constructed to the typical cross sections shown on the 11 plans. 12 b. Transverse expansion joints of the type shown on the plans shall be constructed 13 at the property line on each end of the alley with a maximum spacing of 600 14 feet. 15 c. Transverse contraction and dununy joints shall be placed at the spacing shown 16 on the plans. 17 d. Contraction and dummy joints shall be formed in such a manner that the 18 required joints shall be produced to the satisfaction of the City. 19 e. All joints shall be constructed in accordance with this specification and filled 20 in accordance with the requirement of Section 32 13 73. 21 L. Pavement Leaveouts 22 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 23 provided at location indicated on the plans or as directed by the City. 24 2. The extent and location of each leaveout required and a suitable crossover 25 connection to provide for traffic movements shall be determined in the field by the 26 City. 27 3.5 REPAIR 28 A. Repair of concrete pavement concrete shall be consistent with paving details and as 29 specified in Section 32 01 29. 30 3.6 RE -INSTALLATION [NOT USED] 31 3.7 SITE QUALITY CONTROL 32 A, Concrete Placement 33 1. Place concrete using a fully automated paving machine. Hand paving only 34 permitted in areas such as intersections where use of paving machine is not 35 practical 36 a. All concrete pavement not placed by hand shall be placed using a fully 37 automated paving machine as approved by the City. 38 b. Screeds will not be allowed except if approved by the City. 39 B. Testing of Materials. 40 1. Samples of all materials for test shall be made at the expense of the City, unless 41 otherwise specified in the special provisions or in the plans. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidemlk and Railing Improvements City Project Nionher- 02089 321313 -18 CONCRETE PAVING Page 18 of21 1 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to detemine if the material is 3 acceptable shall be at the CONTRACTOR'S expense at the same rate charged by 4 the commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be AC1 certified or equivalent. 7 C. Pavement Thickness Test. 8 1. Upon completion of the work and before final acceptance and final payment shall 9 be made, pavement thickness test shall be made by the City. 10 2. The nulnber of tests and location shall be at the discretion of the City, unless 11 otherwise specified in the special provisions or on the plans. 12 3. The cost for the initial pavement thickness test shall be the expense of the City. 13 4. In the event a deficiency in the thickness of pavement is revealed during normal 14 testing operations, subsequent tests necessary to isolate the deficiency shall be at 15 the CONTRACTOR'S expense. 16 5. The cost for additional coring test shall be at the same rate charged by commercial 17 laboratories. 18 6. Where the average thickness of pavement in the area found to be deficient in 19 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be 20 made at an adjusted price as specified in the following table. 21 Deficiency in Thickness Determined by Cores Inches 0.00 — 0.20 0.21 — 0.30 0.31 — 0.40 0.41 — 0.50 Proportional Part Of Contract Price Allowed 100 percent 80 percent 70 percent 60 percent 22 23 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 24 more than 0.75 inch or 1/10 of the plan thickness, whichever is greater, shall be 25 evaluated by the City. 26 8. If, in the judgment of the City the area of such deficiency should not be removed 27 and replaced, there shall be no payment for the area retained. 28 9. If, in the judgment of the City, the area of such deficiency warrants removal, the 29 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with 30 concrete of the thickness shown on the plans. 31 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 32 than 1/10 of the plan thickness, whichever is greater, shall be removed and 33 replaced, at the CONTRACTOR'S entire expense, with concrete of the thickness 34 shown on the plans. 35 11. No additional payment over the contract unit price shall be made for any pavement 36 of a thickness exceeding that required by the plans. 37 D. Pavement Strength Test. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 I 2 3 4 5 6 7 8 32 13 13 - 19 CONCRETE PAVING Page 19 of 21 1. During the progress of the work the City shall provide trained technicians to cast test cylinders for conforming to ASTM C31, to maintain a check on the compressive strengths of the concrete being placed. 2. After the cylinders have been cast, they shall remain on the job site and then transported, moist cured, and tested by the City in accordance with ASTM C31 and ASTM C39. 3. In each set, one of the cylinders shall be tested at 7 days, two cylinders shall be tested at 28 days, and one cylinder shall be held or tested at 56 days, if necessary. 9 4. If the 28 day test results indicate deficient strength, the CONTRACTOR may, at its 10 option and expense, core the pavement in question and have the cores tested by an 11 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 12 the average of all cores must meet 100% of the minimum specified strength, with 13 no individual core resulting in less than 90% of design strength, to override the 14 results of the cylinder tests. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the CONTRACTOR. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the CONTRACTOR'S expense as show in the following table. Percent Deficient Greater Than 0% - Not More Than 10% Greater Than 10% - Not More Than 15% Greater Than 15% Percent of Contract Price Allowed 90-percent 80-percent 0-percent or removed and replaced at the entire cost and expense of CONTRACTOR as directed by City 7. The amount of penalty shall be deducted from payment due to CONTRACTOR; such as penalty deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the plans and/or specifications. 30 E. Cracked Concrete Acceptance Policy. 31 1. If cracks exist in concrete pavement upon completion of the project, the Project 32 Inspector shall make a determination as to the need for action to address the 33 cracking as to its cause and recommended remedial work. 34 2. If the reconunended remedial work is routing and sealing of the cracks to protect 35 the subgrade, the Inspector shall make the determination as to whether to rout and 36 seal the cracks at the time of final inspection and acceptance or at any time prior to 37 the end of the project maintenance period. The CONTRACTOR shall perform the 38 routing and sealing work as directed by the Project Inspector, at no cost to the City, 39 regardless of the cause of the cracking. CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321313 -20 CONCRETE PAVING Page 20 of 21 1 2 3 4 5 6 7 If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the CONTRACTOR will attempt to agree on the cause of the cracking. If agreement is reached that the cracking is due to deficient materials or workmanship, the CONTRACTOR shall perfonn the remedial work at no cost to the City. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. 8 4. If remedial work beyond routing and sealing is determined to be necessary, and the 9 Inspector and the CONTRACTOR agree that the cause of the cracking is not 10 deficient materials or workmanship, the City may request the CONTRACTOR to 11 provide an estimate of the cost of the necessary remedial work and/or additional 12 work to address the cause of the cracking, and the CONTRACTOR will perform 13 that work at the agreed -upon price if the City elects to do so. 14 5. If remedial work is necessary, and the Inspector and the CONTRACTOR cannot 15 agree on the cause of the cracking, the City may hire an independent geotechnical 16 engineer to perform testing and analysis to determine the cause of the cracking. 17 The contractor will escrow 50% of the proposed costs of the geotechnical contract 18 with the City. The CONTRACTOR and the City shall use the services of a 19 geotechnical firm acceptable to both parties. 20 6. If the geotechnical engineer determines that the primary cause of the cracking is the 21 CONTRACTOR'S deficient material or workmanship, the remedial work will be 22 performed at the CONTRACTOR'S entire expense and the CONTRACTOR will 23 also reimburse the City for the balance of the cost of the geotechnical investigation 24 over and above the amount that has previously been escrowed. Remedial work in 25 this case shall be limited to removing and replacing the deficient work with new 26 material and workmanship that meets the requirements of the contract. 27 7. If the geotechnical engineer determines that the primary cause of the cracking is not 28 the CONTRACTOR'S deficient material or workmanship, the City will return the 29 escrowed funds to the CONTRACTOR. The Contractor, on request, will provide 30 the City an estimate of the costs of the necessary remedial work and/or additional 31 work and will perform the work at the agreed -upon price as directed by the City. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTION 40 Revision Log CITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railinglmprovements City Project Number - 02089 1 DATE NAME CITY CITY OF' FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 32 13 13 - 21 CONCRETE PAVING Page 21 of 21 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 32 1320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 5 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from City of Fort Worth Standards 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 02 41 13 - Selective Site Demolition 16 4. Section 32 13 13 - Concrete Paving 17 5. Section 32 13 73 - Concrete Paving Joint Sealants 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Concrete sidewalk: measure by the square foot of completed and accepted 22 sidewalk in its final position by thickness and type. 23 b. Driveway: measure by the square foot of completed and accepted driveway in 24 its final position by thickness and type. 25 I) From back of projected curb, including the area of the curb radii and extend 26 to the limits specified in plans. 27 2) Sidewalk portion of drive included in driveway measurement 28 3) Curb on driveways included in driveway measurement. 29 c. Barrier free ramps: measure by each unit of completed and accepted barrier 30 free ramp per type by width of connecting sidewalk including: 31 1) curb ramp 32 2) landing and detectable warning surface as shown on the plans. 33 3) adjacent flares or side curb 34 2. Payment: contract unit price bid for the work performed and all materials furnished. 35 Subsidiary work and materials include: 36 a. excavating and preparing the subgrade 37 b. furnishing and placing all materials 38 c. manipulation, labor, tools, equipment and incidentals necessary to complete the 39 work. 40 1.3 REFERENCES 41 A. Abbreviations and Acronyms CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321320-2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 I I. TAS — Texas Accessibility Standards 2 2. TDLR — Texas Department of Licensing and Regulation 3 B. Reference Standards 4 1. American Society for Testing and Materials (ASTM) 5 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 6 Construction (Non -extruding and Resilient Types) 7 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 8 Standard Effort (12,400 ft-lbf/ft3) 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Mix Design: submit for approval. Section 32 13 13. 13 B. Product Data: submit product data and sample for pre -cast detectable warning for 14 barrier free ramp. 15 1.7 CLOSEOUT SUBMITTALS 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: Placement of concrete shall be as specified in Section 32 13 13. 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 EQUIPMENT AND MATERIALS 25 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 26 the finished work. 27 B. Concrete: see Section 32 13 13. 28 1. Unless otherwise shown on the plans or detailed specifications, the standard class 29 for concrete sidewalks, driveways and barrier free ramps is shown in the following 30 table. 31 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 32 33 C. Reinforcement: see Section 32 13 13. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cite Project Number - 02089 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 2 bars at 18 inches on -center -both -ways at the center plane of all slabs. 3 D. Joint Filler. 4 1. Wood Filler: see Section 32 13 13. 5 2. Pre -Molded Asphalt Board Filler: 6 a. Use only in areas where not practical for wood boards. 7 b. Pre -molded asphalt board filler: ASTM D545. 8 c. Install the required size and uniform thickness and as specified in plans. 9 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 10 mixture of asphalt and vegetable fiber and/or mineral filler. 11 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION 18 A. Surface Preparation 19 1. Excavation: Excavation required for the construction of sidewalks, driveways and 20 barrier free ramps shall be to the lines and grades as shown on the plans or as 21 established by the City. 22 2. Fine Grading 23 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading 24 required to bring the subgrade to the exact grades specified and compacted to at 25 least 90 percent of maximum density as determined by ASTM D698. 26 b. Moisture content shall be within minus 2 to plus 4 of optimum. 27 c. Any over -excavation shall be repaired to the satisfaction of the City. 28 B. Demolition / Removal 29 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 30 3.4 INSTALLATION 31 A. General 32 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 33 2. Sidewalks constructed in driveway approach sections shall have a minimum 34 thickness equal to that of driveway approach or as called for by plans and 35 specifications within the limits of the driveway approach. 36 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 37 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 38 The construction of the driveway approach shall include the variable height radius 39 curb in accordance with the plans and details. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321320-4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 1 4. All pedestrian facilities shall comply with provisions of TAS including location, 2 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 3 CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS 4 (no separate pay). 5 6 B. Forms: Forms shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. 7 C. Reinforcement: see Section 32 13 13. 8 D. Concrete Placement: see Section 32 13 13. 9 E. Finishing 10 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 11 even surface. 12 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 13 3. Provide exposed aggregate finish if specified. I4 4. Edge joints and sides shall with suitable tools. 15 F. Joints 16 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 17 using redwood. 18 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 19 foot intervals for 5 foot wide and greater sidewalk. 20 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 21 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 22 Similar material shall be placed around all obstructions protruding into or through 23 sidewalks or driveways. 24 4. All expansion joints shall be 1/2 inch in thickness. 25 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 26 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 27 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 28 marking tool. 29 7. • When sidewalk is against the curb, expansion joints shall match those in the curb. 30 G. Barrier Free Ramp 31 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile, 32 manufactured by StrongGo Industries or approved equal by the City. 33 2. Detectable warming surface shall be a minimum of 24-inch in depth in the direction 34 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 35 Ianding where the pedestrian access route enters the street. 36 3. Locate detectable warning surface so that the edge nearest the curb line is a 37 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 38 curb. 39 4. Detectable warning Dome -Tile surface may be curved along the corner radius. 40 5. Install detectable warning surface according to manufacturer's instructions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing improvements City Project Number - 02089 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 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 Revision Log DATE NAME SUMMARY OF CHANGE 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Pro/ecl Number- 02089 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 321373-1 CONCRETE PAVING JOINT SEALANTS Page 1 of 4 SECTION 32 13 73 CONCRETE PAVING JOINT SEALANTS 5 A. Section Includes 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Standard Detail 8 1. Typical Street 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 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 32 13 13 - Concrete Paving. 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment. 18 1 Measurement: when specified in the plans to be a pay item, measure by the linear 19 foot of completed and accepted joint sealant. 20 2. Payment: Unless otherwise specified on plans, the work performed and materials 21 furnished as required in this Section will not be paid for directly but will be 22 subsidiary to other bid items. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. ASTM International (ASTM): 26 a. D5893, Standard Specification for Cold Applied, Single Component, 27 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 28 Pavements 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 ACTION SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Test and Evaluation Reports 33 1. Prior to installation, furnish certification by an independent testing laboratory that 34 the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 32 13 73 - 2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 1 2, Submit verifiable documentation that the manufacturer of the silicone joint sealant 2 has a minimum two-year demonstrated, documented successful field performance 3 with concrete pavement silicone joint sealant systems. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 19 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Do not apply joint sealant when the air and pavement temperature is less than 35°F 10 B. Concrete surface must be clean, dry and frost free. 11 C. Do not place sealant in an expansion -type joint if surface temperature is below 35°F or 12 above 90°F. 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS 15 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 16 2.2 MATERIALS & EQUIPMENT 17 A. Materials 18 1. Joint Sealant: ASTM D5893. 19 2. Joint Filler, Backer Rod and Breaker Tape 20 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 21 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 22 b. The back rod and breaker tape shall be installed in the saw -cut joint to prevent 23 the joint sealant from flowing to the bottom of the joint. 24 c. The backer rod and breaker tape shall be compatible with the silicone joint 25 sealant and no bond or reaction shall occur between them. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 INSTALLATION 33 A. General. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing hnprovemenis Cit Project Number - 02089 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of 4 1 1. The silicone sealant shall be cold applied. 2 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 3 prior to sealing joints. 4 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint 5 sealant placement in a continuous sequence of operations. 6 4. See plans for the various joint details with their respective dimensions. 7 B. Equipment 8 1, Provide all necessary equipment and keep equipment in a satisfactory working 9 condition. 10 2. Equipment shall be inspected by the OWNER prior to the beginning of the work. 11 3. The minimum requirements for construction equipment shall be as follows: 12 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 13 complete the joint sawing to the required dimensions. 14 b. Air Compressors. The delivered compressed air shall have a pressure in excess 15 of 90 psi and shall be suitable for the removal of all free water and oil from the 16 compressed air. 17 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 18 of sealant to the joint. 19 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 20 the joint. 21 e. Sandblaster. The design shall be for commercial use with air compressors as 22 specified in this Section. 23 f Backer Rod Roller and Tooling Instrument. These devices shall be clean and 24 free of contamination. They shall be compatible with the joint depth and width 25 requirements. 26 C. Sawing Joints: see Section 32 13 13. 27 D. Cleaning joints 28 1. Dry saw in one direction with reverse cutting blade then sand blast. 29 2. Use compressed air to remove the resulting dust from the joint. 30 3. Sandblast joints after complete drying. 31 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 32 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 33 face of the joint. 34 b. Sandblast both joint faces sandblasted in separate, one directional passes. 35 c. When sandblasting is complete, blow-out using compressed air. 36 d. The blow tube shall fit into the joints. 37 4. Check the blown joint for residual dust or other contamination. 38 a. If any dust or contamination is found, repeat sandblasting and blowing until the 39 joint is cleaned. 40 b. Do not use solvents to remove stains and contamination. 41 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 42 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 43 the joint sealant. 44 7. Do not leave open, cleaned joints unsealed overnight. 45 E. Joint Sealant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing bnprovenzents City Project Number - 02089 321373-4 CONCRETE PAVING JOINT SEALANTS Page 4 of 4 1 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the 2 mechanical injection tool. 3 2. Do not seal joints unless they are clean and dry. 4 3. Remove and discard excess sealant left on the pavement surface. 5 a. Do not excess use to seal the joints. 6 4. The pavement surface shall present a clean final condition as determined by City. 7 5. Do not allow traffic on the fresh sealant until it becomes tack -free. 8 F. Approval of Joints 9 1. The City may request a representative of the sealant manufacturer to be present at 10 the job site at the beginning of the final cleaning and sealing of joints. 11 a. The representative shall demonstrate to the CONTRACTOR and the City the 12 acceptable method for sealant installation. 13 b. The representative shall approve the clean, dry joints before the sealing 14 operation commences. 15 3.5 [REPAIR]/[RESTORATION] [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 27 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 00 00 003 PAVEMENT MARKINGS 321723-1 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 Foul's 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 Itein 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 July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321723-2 PAVEMENT MARKINGS Page 2 oP 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 I) 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 July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321723-3 PAVEMENT MARKINGS Page 3 of 11 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 for: 15 a) Various types 16 c. The price bid shall include: 17 I) Removal of each Marker 18 2) Disposal of removed materials 19 3) Clean-up 20 8. Legend Removal 21 a. Measurement 22 1) Measure for this Item shall be per each Legend removed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" shall be paid for at the 26 unit price bid per linear foot of "Remove Legend" performed for: 27 a) Various types 28 b) Various applications 29 c. The price bid shall include: 30 1) Removal of Pavement Markings 31 2) Clean-up 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition 38 a. Part 3, Markings 39 3. American Association of State Hiahwav and Transportation Officials (AASHTO) 40 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 41 4. Federal Highway Administration (FHWA) 42 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 43 5. Texas Department of Transportation (TxDOT) 44 a. DMS-4200, Pavement Markers (Reflectorized) 45 b. DMS-4300, Traffic Buttons 46 c. DMS-8220, Hot Applied Thermoplastic 47 d. DMS-8240, Permanent Prefabricated Pavement Markings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek !Bridge Sidewalk and Railing bnp•ovements City Project Number - 02089 1 2 321723-4 PAVEMENT MARKINGS Page 4 of 11 e. DMS-8241, Removable Prefabricated Pavement Markings f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Submittals shall be in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 7 fabrication for specials. 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 13 A. Storage and Handling Requirements 14 1. The Contractor shall secure and maintain a location to store the material in 15 accordance with Section 01 50 00. 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -SUPPLIED PRODUCTS 20 A. New Products 21 1. Refer to Drawings to determine if there are owner -supplied products for the Project. 22 2.2 MATERIALS 23 A. Manufacturers 24 1. Only the manufacturers as listed in the City's Standard Products List will be 25 considered as shown in Section 01 60 00. 26 a. The manufacturer must comply with this Specification and related Sections. 27 2. Any product that is not listed on the Standard Products List is considered a 28 substitution and shall be submitted in accordance with Section 01 25 00. 29 B. Materials 30 1. Pavement Markings 31 a. Thermoplastic, hot applied, spray 32 1) Refer to Drawings and City Standard Detail Drawings for width of 33 longitudinal lines, 34 2) Product shall be especially compounded for traffic markings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321723-5 PAVEMENT MARKINGS Page 5of11 1 3) When placed on the roadway, the markings shall not be slippery when wet, 2 lift from pavement under normal weather conditions nor exhibit a tacky 3 exposed surface. 4 4) Cold ductility of the material shall permit normal road surface expansion 5 and contraction without chipping or cracking. 6 5) The markings shall retain their original color, dimensions and placement 7 under nonnal traffic conditions at road surface temperatures of 158 degrees 8 Fahrenheit and below. 9 6) Markings shall have uniform cross-section, clean edges, square ends and no 10 evidence of tracking. 11 7) The density and quality of the material shall be uniform throughout the 12 markings. 13 8) The thickness shall be uniform throughout the length and width of the 14 markings. 15 9) The markings shall be 95 percent free of holes and voids, and free of 16 blisters for a minimum of 60 days after application. 17 10) The material shall not deteriorate by contact with sodium chloride, calcium 18 chloride or other chemicals used to prevent roadway ice or because of the 19 oil content of pavement markings or from oil droppings or other effects of 20 traffic. 21 11) The material shall not prohibit adhesion of other thermoplastic markings if, 22 at some future time, new markings are placed over existing material. 23 a) New material shall bond itself to the old line in such a manner that no 24 splitting or separation takes place. 25 12) The markings placed on the roadway shall be completely retroreflective 26 both internally and externally with traffic beads and shall exhibit uniform 27 retro-directive reflectance. 28 13) Traffic beads 29 a) Manufactured from glass 30 b) Spherical in shape 31 c) Essentially free of sharp angular particles 32 d) Essentially free of particles showing cloudiness, surface scoring or 33 surface scratching 34 e) Water white in color 35 f) Applied at a uniform rate 36 g) Meet or exceed Specifications shown in AASHTO Standard 37 Specification for Glass Beads Used in Pavement Markings, AASHTO 38 Designation: M 247-09. 39 b. Thermoplastic, hot applied, extruded 40 1) Product shall be especially compounded for traffic markings 41 2) When placed on the roadway, the markings shall not be slippery when wet, 42 lift from pavement under nonnal weather conditions nor exhibit a tacky 43 exposed surface. 44 3) Cold ductility of the material shall permit normal road surface expansion 45 and contraction without chipping or cracking. 46 4) The markings shall retain their original color, dimensions and placement 47 under normal traffic conditions at road surface temperatures of 158 degrees 48 Fahrenheit and below. 49 5) Markings shall have uniform cross-section, clean edges, square ends and no 50 evidence of tracking. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 . 321723-6 PAVEMENT MARKINGS Page 6 of 1 I 1 6) The density and quality of the material shall be uniform throughout the 2 markings. 3 7) The thickness shall be uniform throughout the length and width of the 4 markings. 5 8) The markings shall be 95 percent free of holes and voids, and free of 6 blisters for a minimum of 60 days after application. 7 9) The minimum thickness of the marking, as measured above the plane 8 formed by the pavement surface, shall not be less than 1/8 inch in the center 9 of the marking and 3/32 inch at a distance of 'A inch from the edge. 10 10) Maximum thickness shall be 3/16 inch. 11 11) The material shall not deteriorate by contact with sodium chloride, calcium 12 chloride or other chemicals used to prevent roadway ice or because of the 13 oil content of pavement markings or from oil droppings or other effects of 14 traffic. 15 12) The material shall not prohibit adhesion of other thermoplastic markings if, 16 at some future time, new markings are placed over existing material, New 17 material shall bond itself to the old line in such a manner that no splitting or 18 separation takes place. 19 13) The markings placed on the roadway shall be completely retroreflective . 20 both internally and externally with traffic beads and shall exhibit uniform 21 retro-directive reflectance. 22 14) Traffic beads 23 a) Manufactured from glass 24 b) Spherical in shape 25 c) Essentially free of sharp angular particles 26 d) Essentially free of particles showing cloudiness, surface scoring or 27 surface scratching 28 e) Water white in color 29 0 Applied at a uniform rate 30 g) Meet or exceed Specifications shown in AASHTO Standard 31 Specification for Glass Beads Used in Pavement Markings, AASHTO 32 Designation: M 247-09. 33 c. Preformed Polymer Tape 34 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 35 3M High Perforinance Tape Series 3801 ES, or approved equal. 36 d, Preformed Heat -Activated Thermoplastic Tape 37 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 38 mil preformed thermoplastic or approved equal. 39 e. Traffic Paint 40 1) Materials shall meet or exceed the TxDOT Specification DMS-8200. 41 2. Raised Markers 42 a, Markers shall meet the requirements of the Texas Manual on Uniform Traffic 43 Control Devices, 44 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white 45 body) round ceramic markers and shall meet or exceed the TxDOT 46 Specification DMS-4300. 47 c. The reflective markers shall be plastic, meet or exceed the TxDOT 48 Specification DMS-4200 for high -volume retroreflective raised markers and be 49 available in the following types: 50 1) Type I-C, white body, 1 face reflects white CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 321723-7 PAVEMENT MARKINGS Page 7 of 11 1 2) Type II -A -A, yellow body, 2 faces reflect amber 2 3) Type II-C-R, white body, 1 face reflects white, the other red 3 3. Work Zone Markings 4 a. Tabs 5 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 6 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker 7 Tabs." 8 2) Removable markings shall not be used to simulate edge lines. 9 3) No segment of roadway open to traffic shall remain without permanent 10 pavement markings for a period greater than 14 calendar days. 11 b. Raised Markers 12 1) All raised pavement markers shall meet the requirements of DMS-420O. 13 c. Striping 14 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 15 8200. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL 18 A. Performance 19 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 20 the requirements detailed in the table below for a minimum of 30 calendar days. 2-lane roads with centerline markings only (I) All other roads (2) n/a 1 50 100 21 (1) Measured at standard 30-in geometry in units of mod/m2/lux. 22 (2) Exceptions: 23 A. When raised reflective pavement markings (RRPMs) supplement or substitute for a 24 longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as 25 long as the RRPMs are maintained so that at least 3 are visible from any position along that 26 lino during nighttime conditions. 27 B. When continuous roadway lighting assures that the markings are visible, minimum 28 pavement marking retroreflectivity levels are not applicable. Posted Speed (mph) << 30 35 — 50 >>— 55 n/a 100 250 29 PART 3 - EXECUTION 30 3,1 EXAMINATION [NOT USED] 31 3.2 PREPARATION 32 A. Pavement Conditions 33 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 34 markings and other forms of contamination. 35 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 36 curing membrane. 37 3. Pavement to which material is to be applied shall be completely dry. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 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 rnethod.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 July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Praject Number - 02089 321723-9 PAVEMENT MARKINGS Page 9of11 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 21 2 All permanent raised pavement markers on new asphalt roadways may be installed 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 perforined 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 July 1, 2011 Harriet C'i'eek Bridge Sidewalk and Railing Improvements City Project Armnber - 02089 32 1723 - 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 % 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 feetwide to cover the 18 existing marking. 19 b) Place a surface treatment, thin overlay, or mierosurfacing 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 REINSTALLATION [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 July i, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 321723 -11 PAVEMENT MARKINGS Page II 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 Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of3 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 I - General Requirements. 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A_ Measurement and Payment 15 1. Measurement: 16 a. Topsoil: measure by the cubic yard in place. 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 Harriet Creek Bridge Sidewalk and Railing hnprovenients City Project Number - 02039 329119-2 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-FURNISIIED [(Hz] 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. 36 1. Smoothly shape parkways, shoulders, slopes, and ditches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 329119-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 2, Cut parkways to finish grade prior to the placing of any improvements in or 2 adjacent to the roadway. 3 3. In the event that unsuitable material for parkways is encountered, extend the depth 4 of excavation in the parkways six inches and backfill with top soil. 5 4. Make standard parkway grade perpendicular to and draining to the curb line. 6 a. Minimum: 1/4 inch per foot. 7 b. Maximuln:4:1. 8 c. City may approve variations from these requirements in special cases. 9 5. Whenever the adjacent property is lower than the design curb grade and runoff 10 drains away from the street, the parkway grade must be set level with the top of the 11 curb. 12 6. The design grade from the parkway extends to the back of the walk line. 13 7. From that point (behind the walk), the grade may slope up or down at maximum 14 slope of 4:1. 15 B. Placing of Topsoil 16 1. Spread the topsoil to a uniform loose cover at the thickness specified. 17 2. Place and shape the topsoil as directed. 18 3. Hand rake finish a minimum of 5 feet from all flatwork 19 4. Tamp the topsoil with a light roller or other suitable equipment. 20 3.5 [REPAIR)/[RESTORATION] [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD 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 [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 32 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 329213-1 HYDROMULCFIING, SEEDING AND SODDING Page I 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 permanent 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 Forins, 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. 39 2. All seed shall be tested in a laboratory with certified results presented to the City in 40 writing, prior to planting, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 Harriet Creek Bridge Sidewalk and Railing bnprovements City Project Number - 02089 3292 13 -2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 7 1 3. All seed to be of the previous season's crop and the date on the container shall be 2 within twelve months of the seeding date. 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 7 A. Block Sod 8 1. Protect from exposure to wind, sun and freezing. 9 2. Keep stacked sod moist. 10 B. Seed 11 1. If using native grass or wildflower seed, seed must have been harvested within one 12 hundred (100) miles of the construction site. 13 2. Each species of seed shall be supplied in a separate, labeled container for 14 acceptance by the City. 15 C. Fertilizer 16 1. Provide fertilizer labeled with the analysis. 17 2. Conform to Texas fertilizer law. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 22 2.2 MATERIALS AND EQUIPMENT 23 A. Materials 24 1. Block Sod 25 a. Sod Varieties (match existing if applicable) 26 1) "Stenotaphrum secundatum" (St. Augustine grass), 27 2) "Cynodon dactylon" (Common Bermudagrass), 28 3) "Buchloe dactyloides" (Buffalograss), 29 4) an approved hybrid of Common Bermudagrass, 30 5) or an approved Zoysiagrass. 31 b. Sod must contain stolons, leaf blades, rhizomes and roots. 32 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 33 foreign materials and weeds and grasses deleterious to its growth or which 34 might affect its subsistence or hardiness when transplanted. 35 d. Minimum sod thickness: 3/4 inch 36 e. Maximum grass height: 2 inches 37 f. Acceptable growing beds: 38 1) St. Augustine grass sod: clay or clay loam topsoil. 39 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils. 40 g. Dimensions. 41 1) Machine cut to uniform soil thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECJFICATION DOCUMENTS Revised July 1, 201 J Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 7 1 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 2 handled and rolled without breaking. 3 h. Broken or torn sod or sod with uneven ends shall be rejected. 4 2. Seed 5 a. General 6 1) Plant all seed at rates based on pure live seed (PLS) 7 a) Pure Live Seed (PLS) determined using the formula: 8 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + 9 Percent Firm or Hard Seed) + 100] 10 2) Availability of Seed 11 a) Substitution of individual seed types due to lack of availability may be 12 permitted by the City at the time of planting. 13 b) Notify the City prior to bidding of difficulties locating certain species. 14 3) Weed seed 15 a) not exceed ten percent by weight of the total of pure live seed (PLS) 16 and other material in the mixture. 17 b) Seed not allowed: 18 (1) Johnsongrass 19 (2) nutgrass seed 20 4) Harvest seed within 1-year prior to planting 21 b. Non-native Grass Seed 22 1) Plant between April 15 and September 10 23 24 25 26 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 101111111 77111 i/loruin 85 90 75 Bexxuuda (unhulled) cynodon clactylon 95 90 27 28 c. Native Grass Seed 29 1) Plant between February 1 and October 1. 30 31 Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Boutelotra curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactvloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama D ipscacunt dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatunr 10,0 Prairie Wildrye* Elvnrus canadensi.s CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 329213-4 HYDROMULCHING, SEEDING AND SODDING Page 4 of 7 1 d. Wildflower Seed 2 1) Plant between the following: 3 a) March 5 and May 31 4 b) September 1 and December 1 5 Lbs. PLS/Acre Comrnon 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 Lindlieinteri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pirrnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 6 *not to be planted within ten feet of a road or parking lot or within three feet of a 7 walkway 8 9 e. Temporary Erosion Control Seed 10 1) Consist of the sowing of cool season plant seeds. 11 3. Mulch 12 a. For use with conventional mechanical or hydraulic planting of seed. 13 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 14 (waste products from paper mills or recycled newspaper). 15 c. No growth or germination inhibiting factors. 16 d. No more than ten percent moisture, air dry weight basis. 17 e. Additives: binder in powder form. 18 f. Form a strong moisture retaining mat. 19 4. Fertilizer 20 a. acceptable condition for distribution 21 b. applied uniformly over the planted area. 22 c. Analysis 23 1) 16-20-0 24 2) 16-8-8 25 d. Fertilizer rate: 26 1) Not required for wildflower seeding. 27 2) Newly established seeding areas - 100 pounds of nitrogen per acre. 28 3) Established seeding areas - 150 pounds of nitrogen per acre. 29 5. Topsoil: See Section 32 91 19. 30 6. Water: clean and free of industrial wastes or other substances harmful to the 31 germination of the seed or to the growth of the vegetation. 32 7. Soil Retention Blanket 33 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 34 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Side}Walk and Railing Improvements City Project Number - 02089 329213-5 HYDROMULCHING, SEEDING AND SODDING Page 5of7 1 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Surface Preparation: clear surface of all material including: 9 1. Stumps, stones, and other objects larger than one inch, 10 2. Roots, brush, wire, stakes, etc. 11 3. Any objects that may interfere with seeding or maintenance. 12 B. Tilling 13 1. Compacted areas: till one inch deep. 14 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 15 seed/water run-off. 16 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees. 17 3.4 INSTALLATION 18 A. Block Sodding 19 1. General: 20 a. Place sod between curb and walk and on terraces that is the same type grass as 21 adjacent grass or existing lawn. 22 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 23 average first freeze in the fall. 24 2. Installation 25 a. Plant sod specified after the area has been completed to the lines and grades 26 shown on the plans with 6 inches of topsoil. 27 b. Use care to retain native soil on the roots of the sod during the process of 28 excavating, hauling and planting. 29 c. Keep sod material moist from the time it is dug until planted. 30 d. Place sod so that the entire area designated for sodding is covered. 31 e. Fill voids left in the solid sodding with additional sod and tamp. 32 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 33 slope. 34 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 35 firm earth in areas that may slide due to the height or slope of the surface or 36 nature of the soil. 37 3. Watering and Finishing 38 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary 39 metering / irrigation, water truck or by any other method necessary to achieve 40 an acceptable stand of turf as defined in 3.13.B. 41 b. Thoroughly water sod immediately after planted. 42 c. Water until established. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements Cit) Project Number - 02089 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 7 1 d. Generally, an amount of water that is equal to the average amount of rainfall 2 plus one half inch per week should be applied until accepted. If applicable, 3 plant large areas by irrigation zones to ensure areas are watered as soon as they 4 are planted. 5 B. Seeding 6 1. General 7 a. Seed only those areas indicated on the plans and areas disturbed by 8 construction. 9 b. Mark each area to be seeded in the field prior to seeding for City approval. 10 2. Broadcast Seeding 11 a. Broadcast seed in two directions at right angles to each other. 12 b. Harrow or rake lightly to cover seed. 13 c. Never cover seed with more soil than twice its diameter. 14 d. For wildflower plantings: 15 1) scalp existing grasses to one inch. 16 2) remove grass clippings, so seed can make contact with the soil. 17 3. Mechanically Seeding (Drilling): 18 a. Uniformly distribute seed over the areas shown on the plans or as directed. 19 b. All varieties of seed and fertilizer may be distributed at the same time provided 20 that each component is uniformly applied at the specified rate. 21 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 22 drill. 23 d. Drill on the contour of slopes 24 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 25 of the "Cultipacker" type. 26 f. Roll slope areas on the contour. 27 4. Hydromulching 28 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 29 1) Mixture is uniformly suspended to form a homogenous slurry. 30 2) Mixture forms a blotter -like ground cover impregnated uniformly with 31 grass seed. 32 3) Mixture is applied within thirty (30) minutes after placed in the equipment. 33 b. Placing 34 1) Uniformly distribute in the quantity specified over the areas shown on the 35 plans or as directed. 36 5. Fertilizing: uniformly apply fertilizer over seeded area. 37 6. Watering 38 a. Furnish water by means of temporary metering / irrigation, water truck or by 39 any other method necessary to achieve an acceptable stand of turf as defined in 40 3.13.B. 41 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding. 42 c. Water as direct by the City at least twice daily for 14 days after seeding in such 43 a manner as to prevent washing of the slopes or dislodgement of the seed. 44 d. Water until final acceptance. 45 e. Generally, an amount of water that is equal to the average amount of rainfall 46 plus one half inch per week should be applied until accepted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02059 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 7 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 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A. Block Sodding 11 1. Water and mow sod until completion and final acceptance of the Project or as 12 directed by the City. 13 2. Sod shall not be considered finally accepted until the sod has started to peg down 14 (roots growing into the soil) and is free from dead blocks of sod. 15 B. Seeding 16 1. Water and mow sod until completion and final acceptance of the Project or as 17 directed by the City. 18 2. Maintain the seeded area until each of the following is achieved: 19 a. Vegetation is evenly distributed. 20 b. Vegetation is free from bare areas. 21 3. Turf will be accepted once fully established. 22 a. Seeded area must have 100 percent growth to a height of three inches with one 23 mow cycle performed by the CONTRACTOR prior to consideration of 24 acceptance by the City. 25 C. Rejection 26 1. City may reject block sod or seeded area on the basis of weed populations. 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 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Manber- 02089 329998-1 CONCRETE FORM LINER Page 1 of 4 1 SECTION 32 99 98 2 CONCRETE FORM LINER 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Construction of textured and colored formed concrete surfaces using simulated stone 6 masonry molds and color stain system designed to duplicate closely the appearance of 7 natural stone. 8 B. Standard Details. 9 1. None. 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 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 03 30 00 - Cast In Place Concrete 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment. 19 1 Measurement: measured by the linear foot of completed and accepted concrete in 20 its final position on both sides of proposed concrete rail, i.e. a linear foot concrete 21 surface on both sides of proposed rail. 22 2. Payment shall be based on the work performed, all materials supplied and all 23 incidental materials necessary for the completion of the work. 24 1.3 DESIGN REQUIREMENTS 25 A. Design and pattern of the concrete surface shall follow the manufacturer's standard 26 drawing. If an actual stone surface or stone wall to be matched is available, the 27 completed colored and formed concrete surface shall match the natural material as 28 closely as possible. Patterning of simulated stone masonry shall appear natural and non- 29 repeating. Seam lines or match lines caused from two of more molds corning together 30 will not be apparent when viewing final wall. Final coloration of cast stone concrete 31 surface shall accurately simulate the appearance of real stone including the multiple 32 colors, shades, flecking, and veining that is apparent in real stone. It shall also 33 demonstrate the colors that may be apparent from aging, such as staining from 34 oxidation, rusting and/or organic staining from soil and /or vegetation. Note that in part 35 1, SUBMITTAL and part 3, EXECUTION, a sample and mockup are required. Upon 36 approval by Owner, mockup shall serve as quality standard for the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Nwnber - 02089 329998-2 CONCRETE FORM LINER Page 2 of 4 1 1.4 SUBMITTAL 2 A. Sample Panel: Within 30 days of receiving the general contract, General Contractor is 3 required to submit a 24" x 24" sample of the simulated stone masonry finish. Sample is 4 to demonstrate the finish described in section 1.3, DESIGN REQUIREMENTS: 5 Approval of sample panel is required by Owner. 6 7 B. Shop Drawings: Plan, elevation, and details to show overall pattern, joint locations, form tie Locations, and end, edge and other special conditions. 8 C. Samples: Form ties, sample and description, showing method of separation when forms 9 are removed. 10 1.5 QUALITY ASSURANCE 11 A. Manufacturer of simulated stone masonry molds and custom coloring system: Five 12 years experience making stone masonry molds and color stains to create formed 13 concrete surfaces to match natural stone shapes, surface textures, and colors. 14 B. Pre -Installation Meeting: Schedule a conference with manufacturer representative to 15 assure understanding of simulated stone masonry, molds use, color application, 16 requirements for construction of mockup, and to coordinate the work. 17 1.6 PROJECT CONDITIONS 18 A. Environmental requirements: Apply color stain when ambient temperatures is between 19 50 and 100 degrees F. Consult manufacturer if conditions differ from this requirement. 20 1.7 SEQUENCING 21 A. Schedule color stain application with earthwork and back -filling of any wall reas 22 making sure that all simulated stone texture is colored to the minimum distance below 23 grade . Delay adjacent plantings until color application is completed. Coordinate work 24 to permit coloring applications without nterference from other trades. 25 PART 2 - PRODUCTS 26 2.1 MANUFACTURERS 27 A. The specified system is based on the Custom Rock® Concrete Wall System, Custom 28 Rock, St. Paul, Minnesota 55116, phone (651)699-1345, or equal as approved by the 29 Department. 30 2.2 MATERIALS 31 A. Simulated masonry molds: Reusable and made of high -strength urethane, easily 32 attachable to forms. Molds shall not compress more than 1/4 in. when concrete is 33 poured at rate of 10 vertical feet per hour. Molds shall be removable without causing 34 deterioration of surface or underlying concrete. The wall mold pattern shall be #1114- 35 R2 Random Cut Stone by Custom Rock, St. Paul, MN (651) 699-1345. 36 B. Release Agent: Compatible with simulated stone masonry molds and with color stain 37 system to be applied to surface. Consult manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet reek Bridge Sidewalk and Railing Inp ovements City Project Number - 02089 329998-3 CONCRETE FORM LINER Page 3 of 4 1 C. Form ties: Shall be made of either metal or fiberglass. Using metal ties, which result in 2 a portion of the tie permanently embedded in the concrete, shall be designed to separate 3 at least one inch back from finished surface, leaving only a neat hole that can be 4 plugged with patching material. Contractor shall submit the type of form ties to the 5 Owner for approval prior to use in this work, 6 D. Mortar Joints: Joints shall be colored to simulate real mortar. 7 E. Color stain: Special stain mix as provided by manufacturer, shall achieve color 8 variations present in the natural stone being simulated for this project, as required by 9 Owner as referenced in section 1.04 DESIGN REQUIREMENTS. Stain shall create a 10 surface finish that is breathable (allowing water vapor transmission), and that resists 11 deterioration from water, acid, alkali, fungi, sunlight or weathering. Stain mix shall be a 12 waterborne, low V.O.C. material, less than 180 grams/liter. 13 PART 3 - EXECUTION 14 3.1 ACCEPTABLE INSTALLERS 15 A. Formed concrete construction: five years experience pouring vertically formed I6 architectural concrete. Installer shall be trained in manufacturer's special techniques in 17 order to achieve realistic surfaces. 18 B. Color stain system application: Manufacturer or manufacturer's authorized 19 representative. 20 3.2 CONSTRUCTION 21 A. Mockup: Sixty days before work starts, using same materials, methods and work force 22 that will be used for the project, Contractor shall construct a mockup showing the 23 concrete color and form liner pattern. Owner will determine specific requirements and 24 location, and whether mockup shall be incorporated into the project. 25 1. Size: 6.25 sq. ft. (30"x30"x6" thick), or larger, if needed to adequately illustrate the 26 pattern and texture selected. 27 2. Include an area to demonstrate wall mold butt joint and if appropriate, continuation 28 of pattern through expansion joint. 29 3. After concrete work on mockup is completed and cured for a minimum of 28 days, 30 and after surface is determined to be acceptable for coloring, apply color stain 31 system. 32 4. After coloring is determined to be acceptable by the Owner, construction of project 33 may proceed, using mockup as quality standard. 34 3.3 SPECIAL TECHNIQUES — FORMING TEXTURED CONCRETE 35 A. Simulated Stone Masonry Molds preparation: Clean and make free of buildup prior to 36 each pour. Inspect for blemishes or tears. Repair if needed following manufacturer's 37 recommendations. 38 B. Simulated Stone Masonry Molds attachments: Place stone molds with less than 1/4 inch 39 separation between them. Attach molds to form securely following manufacturer's 40 recommendations. 41 C. Form release agent: Apply following manufacturers' recommendations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City, Project Number - 02089 32999fi-4 CONCRETE FORM LINER Page 4 of 4 1 D. Form stripping and related construction shall avoid creating defects in finished surface. 2 E. Where stone texture is to continue across top of wall, a finish to achieve a continuity of 3 the formed pattern must be done by hand when concrete is being poured. Hand -carve 4 and emboss the wet, pliable concrete, aligning rustication joints with those in the 5 formed pattern. Great care must be taken to achieve intended relief and texture as per 6 Owner's direction. 7 F. If the pattern selected has molds connecting through the middle of the stones, carefully 8 remove the seem line created by abutting molds. Match the texture and shape of the 9 surrounding stone, avoiding visible seams or mold marks. 10 G. Place form ties at thinnest points of molds (high points of finished wall). Neatly patch 11 the remaining hole after disengaging the protruding portion of the tie so that it will not 12 be visible after coloring the concrete surface. 13 H. Where an expansion joint must occur at a point other than at mortar or rustication joints, 14 such as at the face of concrete texture, which is to have the appearance of stone, consult 15 manufacturer for proper treatment of expansion material. 16 3.4 SPECIAL TECHNIQUES — APPLYING COLOR STAIN SYSTEM. 17 A. All Simulated Stone surfaces that are to be stained shall be at least 30 days old. 18 B. Clean surface prior to application of stain materials to assure that surface is free of 19 latency, dirt, dust, grease, efflorescence, paint, or other foreign material, following 20 manufacturer's instructions for surface preparation. Do not sandblast. Preferred method 21 to remove latency is pressure washing with water, minimum 3000 psi (a rate of three to 22 four gallons per minute), using fan nozzle perpendicular to and at a distance of one or 23 two feet from surface. Completed surface shall be free of blemishes, discoloration, 24 surface voids, and unnatural form marks. 25 3.5 PROTECTION 26 A. Where exposed soil or pavement is adjacent which may spatter dirt or soil from rainfall, 27 or where surface may be subject to over spray from other processes, provide temporary 28 cover of completed work. 29 30 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 32 99 99 - 1 STEEL HAND RAIL Page I of 3 1 SECTION 32 99 99 2 STEEL HAND RAIL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Installation of steel handrail to be attached to the top of Proposed Concrete Bridge 6 Railing in accordance with Details shown in the Plans, Sheets 8, 9 and 10. 7 B. Standard Details. 8 1. None. 9 C. Deviations from City of Fort Worth Standards. 10 1. None. I 1 D. 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 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment. 17 1. Measurement: measured by the linear foot of completed and accepted railing in its 18 final position. 19 2. Payment shall be based on the work performed, all materials supplied and all 20 incidental materials necessary for the completion of the work. 21 1.3 DESIGN REQUIREMENTS 22 A. Design and pattern of steel railing shall match the existing steel railing on the Iiarriett 23 Creek bridge. The new steel railing shall provide expansion joints as indicated on the 24 details in order to maintain a contiguous railing for the entire length of the concrete 25 railing section shown in the plans. 26 B. Onsite welding and onsite painting shall be held to a minimum to prevent damage to the 27 concrete railing and adjacent pavement. Panels shall be pre -welded and pre -painted at a 28 shop location, then assembled at the bridge site. 29 C. Final assembly welding, as indicated on the plans, will be allowed. Field welded joints 30 shall be ground smooth and hand painted, not sprayed. 31 1.4 SUBMITTAL 32 A. Shop Drawings: Plan, elevation, and details to show overall pattern and joint locations. 33 Tube rail, tube post and solid rail specifications verifying carbon steel A36, non- 34 galvanized. 35 B. Samples: Provide finished sample showing powder coating and clear sealer that 36 matches existing railing on Harriett Creek bridge. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sideivalk and Railing Improvements City Project Number - 02089 329999-2 STEEL FIAND RAIL Page 2 of 3 1 1.5 QUALITY ASSURANCE 2 A. Pre -Installation Meeting: Schedule a conference with City of Fort Worth representative 3 to assure City's understanding of steel railing, including final color and coating(s) and to 4 coordinate the work. 5 B. Railing to be installed plumb and parallel to the street grade. 6 C. All welding to conform to plan specifications and recommendations from the American 7 Welding Society. 8 D. Care shall be taken at all times to avoid scratching denting, marring or damaging 9 railing, especially after the railing has been painted. 10 1.6 PROJECT CONDITIONS 11 A. Environmental requirements: Apply paint when ambient temperatures is between 50 12 and 100 degrees F. Consult manufacturer if conditions differ from this requirement. 13 1.7 SEQUENCING 14 A. Onsite welding and onsite painting shall be held to a minimum to prevent damage to the 15 concrete railing and adjacent pavement. Panels shall be pre -welded and pre -painted at a 16 shop location, then assembled at the bridge site. 17 B. Final assembly welding, as indicated on the plans, will be allowed. Field welded joints 18 shall be ground smooth and hand painted, not sprayed. 19 PART 2 - PRODUCTS 20 2.1 MATERIALS 21 A. Steel - Carbon Steel A36, non -galvanized for all steel railing. Thicknesses shown on 22 plans. 23 B. Paint - All applicable specifications from Item 804, Painting and Other protective 24 Treatments, from the Public Work Construction Standards PWCS), North Central 25 Texas, latest edition, shall apply. 26 1. Color - Black to match existing steel railing on Harriett Creek bridge 27 2. Number of coats 28 a. Shop Coat, per 804.2.5.2 (PWCS) - Prime coat 29 b. Second coat, as per 2.1.B.a. above. 30 e. Clear sealer - average thickness of 0.0015-in. 31 PART 3 - EXECUTION 32 3.1 ACCEPTABLE INSTALLERS 33 A. Welders: minimum five years experience. 34 B. Installers: minimum five years experience. 35 C. Painters: minimum two years experience CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 329999-3 STEEL HAND RAIL Page 3of3 1 3.2 CONSTRUCTION 2 A. Design and pattern of steel railing shall match the existing steel railing on the Harriett 3 Creek bridge. The new steel railing shall provide expansion joints as indicated on the 4 details in order to maintain a contiguous railing for the entire length of the concrete 5 railing section shown in the plans. 6 B. Onsite welding and onsite painting shall be held to a minimum to prevent damage to the 7 concrete railing and adjacent pavement. Panels shall be pre -welded and pre -painted at a 8 shop location, then assembled at the bridge site. 9 C. Final assembly welding, as indicated on the plans, will be allowed. Field welded joints 10 shall be ground smooth and hand painted, not sprayed 11 12 13 END OF SECTION Revision Log 14 DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Harriet Creek Bridge Sidewalk and Railing IiImprovements City Project Number - 02089 15 16 17 18 19 20 21 22 23 24 25 1 33 05 14 - I ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Paget of 7 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 7 8 A. Section Includes: 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 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 lirnited to: 12 1. Division 0 13 Contract 14 2. Division 1 3. Section 32 4. Section 32 5. Section 33 6. Section 33 7. Section 33 8. Section 33 9. Section 33 10. Section 33 11. Section 33 12. Section 33 — Bidding Requirements, Contract Forms, and Conditions of the — General Requirements 01 17 — Permanent Asphalt paving Repair 01 29 — Concrete Paving Repair 05 10 — Utility Trench Excavation, Embedment and Backfill 05 13 — Frame, Cover and Grade Rings 39 10 — Cast -in -Place Concrete Manholes 39 20 - Precast Concrete Manholes 12 20 — Resilient Seated (Wedge) Gate Valve 12 21 — AWWA Rubber -Seated Butterfly Valve 04 11 — Corrosion Control Test Station 04 12 — Magnesium Anode Cathodic Protection System 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole — Minor Adjustment 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment using only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a 31 grade as specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Manhole Adjustment, 35 Minor" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frarne and cover 3 7) Furnishing, placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair, as required 6 10) Clean-up 7 2. Manhole - Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the 11 Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each "Manhole Adjustment, 15 Major" completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse of the existing manhole frame and cover 23 7) Furnishing, placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair, as required 26 10) Clean-up 27 3. Manhole - Major Adjustment with Frame and Cover 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment requiring structural 30 modifications to raise or lower a manhole to a grade specified on the 31 Drawings or structural modifications for a manhole requiring a new frame 32 and cover, often for changes to cover diameter. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each "Manhole Adjustment, 36 Major w/ Cover" completed. 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation 40 3) Hauling 41 4) Disposal of excess material 42 5) Structural modifications, grade rings or other adjustment device 43 6) Frame and cover 44 7) Furnishing, placing and compaction of embedment and backfill 45 8) Concrete base material 46 9) Permanent asphalt patch or concrete paving repair, as required 47 10) Clean-up 48 4. Inlet 49 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 1) Measurement for this Item shall be per each adjustment requiring structural 2 modifications to inlet to a grade specified on the Drawings. 3 b. Payment 4 I) The work performed and the materials furnished in accordance with this 5 Item will be paid for at the unit price bid per each "Inlet Adjustment" 6 completed. 7 c. The price bid shall include: 8 1) Pavement removal 9 2) Excavation 10 3) Hauling 11 4) Disposal of excess material 12 5) Structural modifications 13 6) Furnishing, placing and compaction of embedment and backfill 14 7) Concrete base material, as required 15 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 16 required 17 9) Clean-up 18 5. Valve Box 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment to a grade specified 21 on the Drawings. 22 b. Payment 23 I) The work performed and the materials furnished in accordance with this 24 Item will be paid for at the unit price bid per each "Valve Box 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) Adjustment device 32 6) Furnishing, placing and compaction of embedment and backfill 33 7) Concrete base material, as required 34 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 35 required 36 9) Clean-up 37 6. Cathodic Protection Test Station 38 a. Measurement. 39 1) Measurement for this Item shall be per each adjustment to a grade specified 40 on the Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each "Cathodic Protection 44 Test Station Adjustment" completed. 45 c. The price bid shall include: 46 1) Pavement removal 47 2) Excavation 48 3) Hauling 49 4) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 5) Adjustment device 2 6) Furnishing, placing and compaction of embedment and backfill 3 7) Concrete base material, as required 4 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 5 required 6 9) Clean-up 7 7. Fire Hydrant 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring steal 10 extensions to meet a grade specified by the Drawings. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with this 13 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 14 Extension" completed. 15 c. The price bid shall include: 16 1) Pavement removal 17 2) Excavation 18 3) Hauling 19 4) Disposal of excess material 20 5) Adjustment materials 21 6) Furnishing, placing and compaction of embedment and backfill 22 7) Concrete base material, as required 23 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 24 required 25 9) Clean-up 26 8. Miscellaneous Structure This Item is intended, for a unique structure. Bid Jiem 27 ,should include details to identify the specific structure (i.e. Miscellaneous Structure 28 Adjustment, Sta. / -+-00) 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to said structure to a grade specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Miscellaneous Structure 35 Adjustment" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 41 5) Structural modifications 42 6) Furnishing, placing and compaction of embedment and backfill 43 7) Concrete base material 44 8) Perrnanent asphalt patch or concrete paving repair, as required 45 9) Clean-up 46 1.3 REFERENCES 47 A. Definitions 48 1. Minor Adjustment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Ilm•riet Creek Bridge Sidewalk and Railing Improvements City Project Number- 02089 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 a. Refers to a small elevation change performed on an existing manhole where the 2 existing frame and cover are reused. 3 2. Major Adjustment 4 a. Refers to a significant elevation change performed on an existing manhole 5 which requires structural modification or when a 24-inch ring is changed to a 6 30-inch ring. 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the thne of the latest revision date logged at the end of this 10 Specification, unless a date is specifically cited. 11 2. Texas Commission on Environmental Quality (TCEQ): 12 a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 13 Related Structures. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Cast -in -Place Concrete 27 1. See Section 03 30 00. 28 B. Modifications to Existing Concrete Structures 29 1. See Section 03 80 00. 30 C. Grade Rings 31 1. See Section 33 05 13. 32 D. Frame and Cover 33 1. See Section 33 05 13. 34 E. Backfill material 35 1. See Section 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 4 5 6 7 8 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6of7 F. Water valve box extension 1. See Section 33 12 20. G. Corrosion Protection Test Station 1. See Section 33 04 11. H. Cast -in -Place Concrete Manholes 1. See Section 33 39 10. I. Precast Concrete Manholes 1. See Section 33 39 20. 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 14 A. Verification of Conditions 15 1. Examine existing structure to be adjusted, for damage or defects that may affect 16 grade adjustment. 17 a. Report issue to City for consideration before beginning adjustment. 18 3.3 PREPARATION 19 A. Grade Verification 20 1. On major adjustments confirm any grade change noted on Drawings is consistent 21 with field measurements. 22 a. If not, coordinate with City to verify final grade before beginning adjustment. 23 3.4 ADJUSTMENT 24 A. Manholes, Inlets, and Miscellaneous Structures 25 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 26 30-inch frame and cover assembly per TCEQ requirement. 27 2. On manhole major adjustments, inlets and miscellaneous structures protect the 28 bottom using wood forms shaped to fit so that no debris blocks the invert or the 29 inlet or outlet piping in during adjustments. 30 a. Do not use any more than a 2-piece bottom. 31 3. Do not extend chimney portion of the manhole beyond 24 inches. 32 4. Use the least number of grade rings necessary to meet required grade. 33 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 34 rings. 35 B. Valve Boxes 36 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 37 the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet. Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 33 05 14 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 C. Backfill and Grading 2 1. Backfill area of excavation surrounding each adjustment in accordance to Section 3 33 05 10. 4 D. Pavement Repair 5 1, If required pavement repair is to be performed in accordance with Section 32 01 17 6 or Section 32 01 29. 7 3.5 REPAIR / RESTORATION [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP INOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 18 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Harriet Crrelc Bridge Sidewalk and Railing Improvements City Project Number - 02089 347113-1 TRAFFIC CONTROL 1 2 3 PART 1 - GENERAL SECTION 34 71 13 TRAFFIC CONTROL Page 1 of 6 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 42 3. Preparation of Traffic Control Plan Details CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 347113-2 TRAFFIC CONTROL Page 2 of 6 1 a. Measurement 2 1) Measurement for this Item be per each Traffic Control Detail prepared. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 shall be paid for at the unit price bid per each "Traffic Control Detail" 6 prepared. 7 c. The price bid shall include: 8 1) Preparing the Traffic Control Plan Details 9 2) Adherence to City and Texas Manual on Uniform. Traffic Control Devices 10 (TMUTCD) 11 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 12 4) Incorporation of City comments 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 19 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 20 Transportation, Standard Specifications for Construction and Maintenance of 21 Highways, Streets, and Bridges. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 25 implementing Traffic Control within 500 feet of a traffic signal. 26 B. Sequencing 27 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 28 approved by the City and design Engineer before implementation. 29 1.5 SUBMITTALS 30 A. Provide the City with a current list of qualified flaggers before beginning flagging 31 activities. Use only flaggers on the qualified list. 32 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 33 Engineering Division, 311 W. 10't' Street. The Traffic Control Plan (TCP) for the 34 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 35 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 36 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 37 Engineer. 38 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 39 Specifications. The Contractor will be responsible for having a licensed Texas 40 Professional Engineer sign and seal the Traffic Control Plan sheets. 41 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 42 changes to the Traffic Control Plan(s) developed by the Design Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 347113-3 TRAFFIC CONTROL Page 3 of 6 1 F. Design Engineer will furnish standard details for Traffic Control. 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 10 2.1 OWNER -SUPPLIED PRODUCTS 11 A. Concrete Traffic Barriers sufficient for the traffic control needs of this project are 12 currently placed at the Site. The Contractor shall utilize those barriers as shown on the 13 Traffic Control Plan in the Plans, or with deviations approved by the City. 14 B. Concrete Traffic Barriers shall be moved by way of a crane or other similar equipment. 15 In no case shall the existing barriers be moved into position by pushing or dragging 16 along the existing concrete street. 17 C. At the conclusion of the Work, Contractor shall remove all Concrete Traffic Barriers 18 from the Site, including any not used during the course of the Project, and return them 19 to the City of Fort Worth Department of Transportation and Public Works Department 20 Storage Yard at 3550 Yuma Street, Fort Worth, Texas. 21 D. All work noted in this section shall be considered ancillary to and part of the work 22 necessary for the Traffic Control Plan. 23 2.2 ASSEMBLIES AND MATERIALS 24 A. Description 25 1. Regulatory Requirements 26 a. Provide Traffic Control Devices that conform to details shown on the 27 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 28 Device List (CWZTCDL). 29 2. Materials 30 a. Traffic Control Devices must meet all reflectivity requirements included in the 31 TMUTCD and TxDOT Specifications — Item 502 at all times during 32 construction. 33 b. Electronic message boards shall be provided in accordance with the TMUTCD. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 34 71 13 -4 TRAFFIC CONTROL Page 4 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPARATION 6 A. Protection of In -Place Conditions 7 1. Protect existing traffic signal equipment. 8 3.3 INSTALLATION 9 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 10 the Drawings and as directed. 11 B. Install Traffic Control Devices straight and plumb. 12 C. Do not make changes to the location of any device or implement any other changes to 13 the Traffic Control Plan without the approval of the Engineer. 14 1. Minor adjustments to meet field constructability and visibility are allowed. 15 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 16 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 17 covering, or removing Devices. 18 19 2 Maintain the Devices such that they are properly positioned, spaced, and legible, and that retroreflective characteristics meet requirements during darkness and rain. 20 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 21 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 22 lights, signs, or other precautionary measures for the protection of persons or property), the 23 Inspector may order such additional precautionary measures be taken to protect persons 24 and property. 25 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 26 or in conflict with the proposed method of handling traffic or utility adjustments, can be 27 constructed during any phase. 28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 29 distance of drivers entering the highway from driveways or side streets. 30 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 31 be erected and mounted on portable supports. 32 1. The support design is subject to the approval of the Engineer. 33 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 34 J. If at any time the existing traffic signals become inoperable as a result of construction 35 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 36 approved by the Engineer, to be used for Traffic Control. 37 K. Flaggers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 347113-5 TRAFFIC -CONTROL Page 5 of 6 1 1. Provide a Contractor representative who has been certified as a flagging instructor 2 through courses offered by the Texas Engineering Extension Service, the American 3 Traffic Safety Services Association, the National Safety Council, or other approved 4 organizations. 5 a. Provide the certificate indicating course completion when requested. 6 b. This representative is responsible for training and assuring that all flaggers are 7 qualified to perforrn flagging duties. 8 2. A qualified flagger must be independently certified by 1 of the organizations listed 9 above or trained by the Contractor's certified flagging instructor. 10 3. Flaggers must be courteous and able to effectively conununicate with the public. 11 4, When directing traffic, flaggers must use standard attire, flags, signs, and signals 12 and follow the flagging procedures set forth in the TMUTCD. 13 5. Provide and maintain flaggers at such points and for such periods of time as may be 14 required to provide for the safety and convenience of public travel and Contractor's 15 personnel, and as shown on the Drawings or as directed by the Engineer. 16 a. These flaggers shall be located at each end of the lane closure. 17 L. Removal 18 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 19 and other Traffic Control Devices used for work -zone traffic handling in a timely 20 manner, unless otherwise shown on the Drawings. 21 3.4 REPAIR / RESTORATION [NOT USED] 22 3.5 RE -INSTALLATION [NOT USED] 23 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 24 3.7 SYSTEM STARTUP [NOT USED] 25 3.8 ADJUSTING [NOT USED] 26 3.9 CLEANING [NOT USED] 27 3.10 CLOSEOUT ACTIVITIES [NOT USED] 28 3.11 PROTECTION [NOT USED] 29 3.12 MAINTENANCE [NOT USED] 30 3.13 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Haniet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 34 71 13 - 6 TRAFFIC CONTROL Page 6of6 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 020089 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements C'ily Project Number - 02089 FORT WORT H 'w14111City 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 13 MBE PROJECT GOALS Vo 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 specifications. The Offeror shall deliver the MBE documentation. in person•to the appropriate employee of the managing department and obtain a dateltitne receipt. Such receipt shall be evidence that: the; City' receivedthe docuriie' tatigii'in the tine allocated. A.faxed copy will not:k e,accepteci. 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 j 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 THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 5/30/12 FORT WORTH PRIME COMPANY NAME: 2L Construction LLC ATTACHMENT 1A Page 1 of 4 City of Fort Worth MBE Subcontractors/SuaDliers Utilization Form Check applicable block to describe prime PROJECT NAME: Harriet Creek Bridge Sidewalk & Railing Improvements City's MBE Project Goal: Prime's MBE Project Commitment: 13 % 33.04 % 02089 Identify all subcontractors/suppliers you will use on this project MAN/DBE 5.1 NON-M/IWDBE BID DATE 03/28/13 PROJECT NUMBER 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 SUBCONTRACTORISUPPLIER T Company Name Address e M Telephone/Fax r B American Striping Company 11551 Ravenview Rd Dallas, TX 75253 Cowtown Readymix 3401 Bethlehem Ave Fort Worth, TX 76111 Buyers Barricades 3705 E. 1st St Fort Worth, TX 76111 Texas Environmental PO Box 369 Justin, TX 76247 1 1 1 C FoRTWOR'i'H ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please not= that only certified MBEs will be counted to meet an MBE Goal. Attach NCTRCA Certificate n Detail Subcontracting W S M Work B B B E E E n Striping Detail Supplies Purchased Dollar Amount $ 3,390.00 Concrete $ 10,665.00 Traffic Control $ 2,740.00 Landscape $ 3,350.00 Metcon Inc Handrail $ 29,500.00 8324 Odell North NRH, Texas .— — — 1 M&L Construction Trucking $ 1,275.00 200 Boyd Business Park Boyd, TX 76023 — 11 1 ✓ Rev. 5/30/12 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ 40,165.00 $ 10,755.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 50,920.00 ATTACHMENT 1A Page 4 of 4 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 from particjpat g in City work for a period of time not less than one (1) year. NItic vi oriz" ignature President Title 2L Construction LLC Dominick Leonardo Printed Signature Chip Fisher/ PM Contact Name/Title (if different) Phone 940-433-2670/Fax 940-433-2120 Company Name Telephone and/or Fax PO Box 397 Address chip@2lconstruction.com E-mail Address Rhome, TX 76078 4/3/13 CitylState/Zip Date Rev. 5/30/12 ATTACHMENT IA Page 1 of 4 FORT WORTH PRIME COMPANY NAME: 2L Construction LLC City of Fort Worth MBE Subcontractors/Suppliers Utilization Form Check applicable block to describe prime PROJECT NAME: Harriet Creek Bridge Sidewalk & Railing Improvements City's MBE Project Goal: 13% Prime's MBE Project Commitment: 13.07 Rio LJ M/W/DBE NON-M//WDBE BID DATE 03/28/13 PROJECT NUMBER 02089 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 1s1 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 0 4 ®0 r- I 3 ATTACHMENT 1A Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 20,145.00 $ 30,705.00 $ 50,850.00 Page 4 of 4 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 from particigg in City work for a period of time not less than one (1) year. orizecZature President Title 2L Construction LLC Dominick Leonardo Printed Signature Chip Fisher/ PM Contact Name/Title (if different) Phone 940-433-2670/Fax 940-433-2120 Company Name Telephone and/or Fax PO Box 397 Address Rhome, TX 76078 City/State/Zip chip©2lconstruction.com E-mail Address 4/3/13 Date Rev. 5/30/12 04- FORT WORTH ATTACHMENT 1A Page 2of4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. N NCTRCA o SUBCONTRACTOR/SUPPLIER T " Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B American Striping Company 11551 Ravenview Rd Dallas, TX 75253 Cowtown Readymix 3401 Bethlehem Ave Fort Worth, TX 76111 Buyers Barricades 3705 E. 1st St Fort Worth, TX 76111 Texas Environmental PO Box 369 Justin, TX 76247 GSI Highway Products 720 W Wintergreen Rd Hutchins, TX 75141 M&L Construction 200 Boyd Business Park Boyd, TX 76023 1 1 1 1 1 Attach Certificate E E E E ✓ ✓ ✓ L Striping Dollar Amount $ 3,390.00 Concrete $ 10,665.00 Traffic Control $ 2,740.00 Landscape $ 3,350.00 Handrail $ 29,430.00 Trucking $ 1,275.00 Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Narriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 71812048 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-161 90 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify in the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction, The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manager's Offjce kyi Fernando Costa (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber $10,06 I $13.99 $12,78 $11.01 $ 8.80 $14.15 $ 9.88 $13.22 $12.80 $12,85 $13.27 $12.00 $ 1 3.63 $12.50 $13,56 $14.50 $10.61 Crane, Clamshell, Baekhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician Flagger Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipelayer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self -Propelled Roller Operator, Steel Wheel, Flat Wheel/Tamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy -Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi -Trailer Truck Driver, Transit -Mix Wagon Drill, Boring Machine, Post Hole Driller Operator We der Work Zone Barricade Servicer $18.12 $ 8,43 $11,63 1 $11.83 $13.67 I $16.30 $12,62 $ 9.18 I $10.65 $16.97 $11.83 $11,58 $15.20 $14.50 $14.98 $13.17 $10.04 $11.04 $14.86 $16.29 $11.07 $10.92 $11.28 $11.42 $12.32 $12,33 $10,92 $12,60 $12,91 $12.03 $14.93 $11.47 $10.91 $11.75 $ I2.08 $14.00 $13.57 $10.09 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Fom3 Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper $21,69 Plumber $12.00 Plumber Helper $15.24 I Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Helper $16,23 Sheet Metal Worker $11.91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer $13.12 Sprinkler System Installer Helper $14.62 Steel Worker Structural $10.91 Concrete Pump Crane, Clamsheet, Backhoe, Derrick, D'Line $13.00 I Shovel $9.00 I Forklift $20.20 I Front End Loader $14.43 Truck Driver $19.86 Welder $12.00 Welder Helper $20.00 $13.00 $18.00 $13.00 $14,78 511.25 $10.27 $13.18 $16.10 i $14.83 $8.00 I $18.85 $12.83 $17,25 $12.25 $20.43 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18,00 59.00 $17.43 $20.50 $17.76 $12.63 $10.50 $14.91 $16.06 $9.75 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Harriet Creek Bridge Sidewalk and Railing Improvements City Project Number - 02089 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 L3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 19 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 [Insert Project Name] [insert Project Number] 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [S1TE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 01 60 00 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CYFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 [Insert Project Name] [Insert Project Numbed