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Contract 51739
CIi'Y SECREIARY CONTMU NO., 617 FORT WORT' PROJECT MANUAL FOR THE CONSTRUCTION OF Rehabilitate Airfield Shoulders City Project No. 101172 Betsy Price David Cooke Mayor City Manager i William B. Welstead, A.A.E. Airport System Director,Aviation Department Prepared for �` JAMS A. MCKENZ I E The City of Fort Worth �. ""'1' 0690.. Aviation Department E May 3 0, 2018 CP&Y,Inc. TBPE Registration No. F-1741 E rUCrAO., RECORD U � 'rARY FT- WORN TX i t J Page intentionally left blank r 4 i 1 3 } FORT WORTHV of Fort Worth City Standard Construction Specification Documents f , Adopted September 2011 1 f 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 00 05 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form i 00 42 43 Proposal Form Unit Price 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 45 42 Disadvantaged Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work ' 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 3216 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals = 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls f 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning I 01 7719 Closeout Requirements 01 7823 Operation and Maintenance Data 1 01 7839 Project Record Documents t -S Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 141172 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 FAA Specifications G-200 Construction Barricades and Traffic Control P-101 Surface Preparation P-403 Hot Mix Asphalt(HMA)Pavements (Base,Leveling or Surface Course) P-602 Bituminous Prime Coat P-603 Bituminous Tack Coat P-605 Joint Sealants for Concrete Pavements P-608-R Emulsified Asphalt Seal Coat P-620 Runway and Taxiway Marking P-631 Refined Coal Tar Emulsion with Additives, Slurry Seal Surface Treatment Technical Specifications listed below are included for this Project by reference. Applicable TxDOT Standard Specifications* Item 247 Flexible Base Item 300 Asphalts, Oils, and Emulsions Item 310 Prime Coat t Item 340 Dense-Graded Hot-Mix Asphalt(Small Quantity) *Standard Specifications for Construction and Maintenance of Highway, Streets, and Bridges, November 2014 Appendix GC-6.07 Wage Rates ` AC 15015370-2G Operational Safety on Airports During Construction i f END OF SECTION 1 i 4 5 1 1 i CITY OF FORT WORTII Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.141172 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 s i 1 i Page intentionally left blank r y CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised February 2,2016 12/4/2018 M&C Review Official site o-the City cf Fort Worth,Texas CT-TV CC OUNCK AGEMOR FQ-RT COUNCIL ACTION: Approved on 11/13/2018 DATE: 11/13/2018 REFERENCE ** 55AFW AIRFIELD SHOULDER NO.: C-28928 LOG NAME: REHABILITATION CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Construction Agreement with American Road Maintenance, Inc., in an Amount Up to $565,340.00 for the Airfield Shoulders Rehabilitation Project at Fort Worth Alliance Airport (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council authorize the execution of a Construction Agreement with American Road Maintenance, Inc., in the amount of$565,340.00, for the Airfield Shoulders Rehabilitation Project at Fort Worth Alliance Airport. DISCUSSION: On June 26, 2018, Mayor and Council Communication (M&C C-28746), the City Council authorized the application for and acceptance of a grant from the Federal Aviation Administration (FAA)for the Runway and Taxiway Rehabilitation Project at Fort Worth Alliance Airport. On August 14, 2018, the Federal Aviation Administration provided a Grant Agreement Offer(City Secretary Contract No_ 51168) and was accepted by the City of Fort Worth on August 24, 2018. This Grant Offer will be used to rehabilitate the pavement shoulders of Runway 16L, Runway 16R, and all associated taxiways. The asphalt shoulders are in need of rehabilitation and this project is necessary to extend the useful life of the airfield shoulders. The construction portion of the project was advertised for bid in the Fort Worth Star-Telegram on May 30, 2018 and June 6, 2018. On June 21, 2018, two Offerors submitted proposals, and on June 22, 2018, the contract was awarded to American Road Maintenance, Inc., based on the lowest bid received. The following two proposals were received (Base Bid and Alternate Bid): OFFERORS :BASE BID_ ...iALTERNA.TE BID :American Road Maintenance ;1$ 383,340.00 $ 565,340.00 Little Manufacturing Company ;$ 626,500.00 1$ 1,458,500.00 American Road Maintenance, Inc., is in compliance with the City's DBE Program by committing to 15 percent DBE participation on the base bid of this project. The City's DBE goal on this project is 15 percent. AVIATION ADVISORY BOARD APPROVAL— On May 17, 2018, the Aviation Advisory Board voted to recommend that the City Council approve this action. Fort Worth Alliance Airport is located in COUNCIL DISTRICT 7. FISCAL INFORMATIONXERTIFICATION: The Director of Finance certifies that upon funds are available in the current capital budget, as appropriated, of the Airport Grants Fund. This is a reimbursement grant. Prior to an expense being http://apps.cfwnet.org/council_packetimc review.asp?ID=26405&councildate=1111312018 112 12/4/2018 M&C Review incurred, the Aviation department has the responsibility to validate the availability of funds. TO _ Fund Department Account Project Program Activity Budget Reference# Amount ID .._____ 1D Year (Chartfield 2 FROM _ Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 Submitted for City Manager's Office by_ Fernando Costa (6122) Originating Department Head: Bill Welstead (5402) Additional Information Contact: Dakota Shaw (5407) ATTACHMENTS 1295 American Road Maintenance.pdf MC Map -Shoulder Rehab.pdf http://apps.cfwnet.org/council_packet/mc_review.asp?ID=26405&counci Idate=1119 312018 212 ' 000510-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 2 i SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 M&C for the award of the project. M&C insert shall be on blue paper j 8 9 10 a 11 12 4 i 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION 25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Revised July 1,2011 City Project No. 101172 ODO510-2 MAYOR AND COUNCIL COMMUNICATION(M&C) } Page 2 of 2 1 2 3 4 5 6 7 8 g 10 Page intentionally left blank CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Revised July 1,2011 City Project No.101172 1 1 r f Fo r WO r`I� H POEN WORTH ALLIANCE AIRPORT ADDENDUM NO. 1 ICOR Rehabilitate Airfield Shoulders City Project No. 101172 June 18, 2018 The Request for Bids for the above is hereby revised as follows: Technical Specification Revisions 1. NIA Plan Sheet Revisions 1. NIA Schedule Revisions 1. NIA RF13 Revisions 1. The bid drop-off location has been changed from the City of Fort Worth Purchasing Division to the City of Fort Worth Aviation Administration Building. See attached Section 00 11 13 — Invitation to Bidders. Solicitation Questions Q and Answers A 1. Q)—Cana contractor submit a bid just for the alternate? (A) --The entire bid form must be completed for a bid to be considered valid. Contractors wishing to bid only the base or alternate bid are advised to select a unit price for the undesired line item that is high enough to ensure that they are not selected to do that portion of the work. Contract No. 9500599 Page I of 1 Addendum No.1 6/98/78 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Rehabilitate Airfield Shoulders, City Project Number 101172 6 will be received by the City of Fort Worth Meacham Airport Administration Building: 7 8 Aviation Department—Meacham Airport 9 201 American Concourse 10 Suite 330 11 Fort Worth,Texas 76106 12 until 2.00 P.M. CST,Thursday,June 21, 2018,and bids will be opened publicly and read aloud 13 at 2:00 PM CST in the Aviation Conference Center, Suite 306,see receptionist at Suite 330, 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: rehabilitation of airfield shoulders to 17 provide additional service life to the asphalt pavement as well as repair joints and concrete panels 18 in need of repair. 19 20 PREQUALIFICATION 21 The improvements included in this project must be performed by a contractor who is pre- 22 qualihted by the City at the time of bid opening.The procedures for qualification and pre- 23 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCUREMENTS 26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at http://www.fortwoithtexas.gov/purchasing/and 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 29 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 30 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 31 Parties Form 1295 and the form must be submitted to the Project Manager before the 32 contract will be presented to the City Council. The form can be obtained at 33 https://www.ethics.state.tx.us/tee/1295-Info.htm . 34 35 Copies of the Bidding and Contract Documents may be purchased from Dakota Shaw, 817-392- 36 5407 37 38 39 PREBID CONFERENCE 40 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 41 BIDDERS at the following location,date, and time: 42 DATE: June 8,2018 43 TIME: 2:00 P.M. 44 PLACE: 201 American Concourse 45 Fort Worth, Texas 76106 46 LOCATION: Aviation Offices, Suite 330. See receptionist. 47 48 49 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 101172 Revised December 22,2016 001I I3-2 INVITATION TO BIDDERS Page 2 of 2 1 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 2 City reserves the right to waive irregularities and to accept or reject bids. Execution of this project 3 is contingent upon receipt of Federal Aviation Administration grand funds expected to be 4 received within 120 days of bid opening. 5 6 7 INQUIRIES 8 All inquiries relative to this procurement should be addressed to the following: 9 Attn: Dakota Shaw, City of Fort Worth 10 Email: Dakota.Shaw@fortwortbtexas.gov 11 Phone: 817392-5407 12 13 ADVERTISEMENT DATES 14 First Advertisement: May 30, 2018 15 Second Advertisement: June 6, 2018 16 17 END OF SECTION i CITY OF FORT WORTH Rehabilitate Airfield Shouldcrs STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 101172 Revised December 22,2016 i 000515-1 ADDENDA Page 1 of 2 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 Mssembler: For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding.J 8 9 10 11 12 r ' 13 14 15 16 c 17 I 18 f 19 i 20 f 21 1 22 { 23 24 END OF SECTION 25 i I CITY OF FORT WORTH ulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Revised July I,2011 City Project Noo.. 01172 1 101172 i 000515-2 ADDENDA Page 2 of 2 ' 1 s' 2 3 4 5 6 i 7 8 i 9 10 t 11 Page intentionally left blank a I f t i I t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Revised July 1,2011 City Project No, 101172 4 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Rehabilitate Airfield Shoulders, City Project Number 101172 will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until {2:00 P.M. CST, Thursday, June 21, 2018, and bids will be opened publicly and read aloud 13 at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate) following: rehabilitation of airfield shoulders to 17 provide additional service life to the asphalt pavement as well as repair joints and concrete panels 18 in need of repair. 19 20 PREQUALIFICATION 21 The improvements included in this project must be performed by a contractor who is pre- 22 qualified by the City at the time of bid opening. The procedures for qualification and pre- 23 qualification are outlined in the Section 00 21 13 INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCUREMENTS 26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.ggy/purchasiiiand 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 29 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 30 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 31 Parties Form 1295 and the form must be submitted to the Project Manager before the 32 contract will be presented to the City Council. The form can be obtained at 33 littps://www.ethics.state.tx.usltec11295-1nfo.htm . 34 35 Copies of the Bidding and Contract Documents may be purchased from Dakota Shaw, 817-392- 36 5407 37 38 3 39 PREBID CONFERENCE 40 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 41 BIDDERS at the following location, date, and time: 42 DATE: June 8, 2018 j 43 TIME: 2:00 P.M. 44 PLACE: 201 American Concourse 45 Fort Worth,Texas 76106 46 LOCATION: Aviation Offices, Suite 330. See receptionist. 47 48 ' 49 Rehabilitate Airfield Shoulders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 101172 Revised December 22,2016 i 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 2 City reserves the right to waive irregularities and to accept or reject bids. Execution of this project 3 is contingent upon receipt of Federal Aviation Administration grand funds expected to be 4 received within 120 days of bid opening. 5 6 7 INQUIRIES 8 All inquiries relative to this procurement should be addressed to the following: 9 Attn: Dakota Shaw, City of Fort Worth 10 Email: Dakota.Shaw@fortworthtexas.gov 11 Phone: 817-392-5407 12 13 ADVERTISEMENT DATES 14 First Advertisement: May 30,2018 15 Second Advertisement: June 6, 2018 16 17 END OF SECTION a i I f 1 1 3 i 1 i CITY Or FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 101172 Revised December 22,2016 002113-1 INSTRUCTIONS TO BIDDERS Page I of 10 I SECTION 00 21 13 Y 2 INSTRUCTIONS TO BIDDERS 3 Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm,partnership,company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm,partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Pregnaiification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving—Requirements document located at; 40 htt sill rojec oint.buzzsaw.com/fo-rtworth ov/Resources/02%20- 41 %20ConstrLiction%2ODocuments/Coi)tractor%o2OPre ualification/TPW%2OPavin 42 %20Coritractor%2OPre ualification%o2OPro rare/PRE UALIFICATION%20RE 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF? ublic 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 46 https_///proiectpoiiit buzzsaw.com/fortworthgov/R.esources/02%20- 47 %20Coiistrtiction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin-g 48 %20Contractor%2OPrequalification%2OPro,gLain/PREQUALIFICATION%20REQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTI3 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 s Revised August 21,2015 a 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 2 3.1.3. Water and Sanitary Sewer Requirements document located at; 3 httDs://orojectDoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%2ODocuments/Contractor%a20Pre ualiflcati.on/Water%20and%2 5 OSanitary%20Sewer%42OContractor%20Pretlualif cation%20Prograin/WS S%2.Opre 6 goal%20reguirements.doc?public 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11,BIDDERS PREQUALIFICATIONS. 12 R 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 ' 17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 18 bidder(s)for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information, a recommendation regarding the award of a contract will be made to the 7 25 City Council. Failure to submit the additional information,if requested,may be grounds 26 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 ' 29 3.4.In addition to prequalification,additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 w 32 3.5.Special qualifications required for this project include the following: Contractor shall have 33 completed at least five airport projects(inside of the AOA)within the last five years. 34 7 35 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 36 37 4.1.Before submitting a Bid, each Bidder shall: i 38 i 39 4.1.1. Examine and carefully study the Contract Documents and other related data 40 identified in the Bidding Documents (including "technical data" referred to in 41 Paragraph 4.2. below).No information given by City or any representative of the i 42 City other than that contained in the Contract Documents and officially 43 promulgated addenda thereto, shall be binding upon the City. 44 45 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 46 site conditions that may affect cost,progress,performance or furnishing of the 47 Work. 48 49 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 50 progress,performance or furnishing of the Work. r 51 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 2 Stat. 252,42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 3 Department of Transportation, Subtitle A, Office of the Secretary,Part 21, 4 Nondiscrimination in Federally-assisted programs of the Department of 5 Transportation issued pursuant to such Act,hereby notifies all bidders that it will 6 affirmatively insure that in any contract entered into pursuant to this advertisement, 7 minority business enterprises will be afforded full opportunity to submit bids in 8 response to this invitation and will not be discriminated against on the grounds of 9 race, color, or national origin in consideration of award. 10 11 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 12 contiguous to the Site and all drawings of physical conditions relating to existing 13 surface or subsurface structures at the Site(except Underground Facilities)that f 14 have been identified in the Contract Documents as containing reliable "technical 15 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 16 at the Site that have been identified in the Contract Documents as containing 17 reliable "technical data." 18 r' 19 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 20 the information which the City will famish. All additional information and data 21 which the City will supply after promulgation of the formal Contract Documents 22 shall be issued in the form of written addenda and shall become part of the Contract 23 Documents just as though such addenda were actually written into the original 24 Contract Documents.No information given by the City other than that contained in 25 the Contract Documents and officially promulgated addenda thereto, shall be E 26 binding upon the City. 27 28 4.1.7. Perform independent research, investigations,tests,borings, and such other means 1 29 as may be necessary to gain a complete knowledge of the conditions which will be 30 encountered during the construction of the project. On request, City may provide { 31 each Bidder access to the site to conduct such examinations,investigations, 1 32 explorations,tests and studies as each Bidder deems necessary for submission of a 33 Bid. Bidder must fill all holes and clean up and restore the site to its former 34 conditions upon completion of such explorations,investigations,tests and studies. 35 36 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 37 cost of doing the Work,time required for its completion, and obtain all information 38 required to make a proposal.Bidders shall rely exclusively and solely upon their 1 39 own estimates, investigation,research,tests,explorations, and other data which are 40 necessary for full and complete information upon which the proposal is to be based. 41 It is understood that the submission of a proposal is prima-facie evidence that the 42 Bidder has made the investigation, examinations and tests herein required. Claims 43 for additional compensation due to variations between conditions actually 44 encountered in construction and as indicated in the Contract Documents will not be 45 allowed. 46 l CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised August 21,2015 _ 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.9. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 2 between the Contract Documents and such other related documents. The Contractor 3 shall not take advantage of any gross error or omission in the Contract Documents, r 4 and the City shall be permitted to make such corrections or interpretations as may 5 be deemed necessary for fulfillment of the intent of the Contract Documents. i 6 ' 7 4.2. Reference is made to Section 00 73 00---Supplementary Conditions for identification of: 8 9 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 10 the site which have been utilized by City in preparation of the Contract Documents. 11 The logs of Soil Borings, if any, on the plans are for general information only. 12 Neither the City nor the Engineer guarantee that the data shown is representative of 13 conditions which actually exist. 14 15 4.2.2. those drawings of physical conditions in or relating to existing surface and 16 subsurface structures (except Underground Facilities)which are at or contiguous to 17 the site that have been utilized by City in preparation of the Contract Documents. 18 19 4.2.3. copies of such reports and drawings will be made available by City to any Bidder i 20 on request. Those reports and drawings may not be part of the Contract 21 Documents,but the"technical data" contained therein upon which Bidder is entitled y 22 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 23 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 24 responsible for any interpretation or conclusion drawn from any "technical data" or 25 any other data,interpretations, opinions or information. 26 27 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 28 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 3 29 exception the Bid is premised upon performing and furnishing the Work required by the 30 Contract Documents and applying the specific means,methods,techniques, sequences or 31 procedures of construction(if any)that may be shown or indicated or expressly required 32 by the Contract Documents, (iii)that Bidder has given City written notice of all j 33 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 34 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, f 35 etc.,have not been resolved through the interpretations by City as described in 36 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate 37 and convey understanding of all terms and conditions for performing and furnishing the 38 Work. 39 40 4.4.The provisions of this Paragraph 4,inclusive, do not apply to Asbestos,Polychlorinated 41 biphenyls (PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by k42 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 43 Documents. 44 45 5. Availability of Lands for Work,Etc. 46 —i CITY OF PORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.1.The lands upon which the Work is to be performed,rights-Of--way and easements for 2 access thereto and other lands designated for use by Contractor in performing the Work 3 are identified in the Contract Documents. All additional lands and access thereto 4 required for temporary construction facilities, construction equipment or storage of 5 materials and equipment to be incorporated in the Work are to be obtained and paid for f 6 by Contractor. Easements for permanent structures or permanent changes in existing 7 facilities are to be obtained and paid for by City unless otherwise provided in the 8 Contract Documents. 9 10 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 11 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 12 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel k 13 the award of contract at any time before the Bidder begins any construction work on the 14 proj ect. 15 s 16 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 17 way, easements, and/or permits, and shall submit a schedule to the City of how 18 construction will proceed in the other areas of the project that do not require permits F 19 and/or easements. 20 21 6. Interpretations and Addenda 22 23 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 24 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 25 received after this day may not be responded to.Interpretations or clarifications ? 26 considered necessary by City in response to such questions will be issued by Addenda 27 delivered to all parties recorded by City as having received the Bidding Documents. 28 Only questions answered by formal written Addenda will be binding. Oral and other 29 interpretations or clarifications will be without legal effect. 30 31 Address questions to: 32 33 City of Fort Worth 34 1000 Throckmorton Street 35 Fort Worth,TX 76102 36 Attn: Dakota Shaw, Aviation Department 37 Email: Dakota.Shaw@fortworthtexas.gov { 38 Phone: 817-392-5407 39 40 41 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 42 City. 43 44 6.3.Addenda or clarifications may be posted via Buzzsaw at Aviation Projects, 101172 45 Rehabilitate Airfield Shoulders. 46 I CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised August 21,2015 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 2 INVITATION TO BIDDERS. Representatives of City will be present to discuss the ' 3 Project. Bidders are encouraged to attend and participate in the conference. City will 4 transmit to all prospective Bidders of record such Addenda as City considers necessary 5 in response to questions arising at the conference. Oral statements may not be relied ` 6 upon and will not be binding or legally effective. 7 8 7. Bid Security 9 10 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 11 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 12 the requirements of Paragraphs 5.01 of the General Conditions. 13 14 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award s 15 have been satisfied. If the Successful Bidder fails to execute and deliver the complete j 16 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 17 default,rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 18 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 19 other Bidders whom City believes to have a reasonable chance of receiving the award 20 will be retained by City until final contract execution. 21 22 S. Contract Times 23 The number of days within which, or the dates by which,Milestones are to be achieved in 24 accordance with the General Requirements and the Work is to be completed and ready for 25 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 26 attached Bid Form. 27 28 9. Liquidated Damages 29 Provisions for liquidated damages are set forth in the Agreement. 30 31 10. Substitute and "Or-Equal" Items 32 The Contract, if awarded,will be on the basis of materials and equipment described in the 33 Bidding Documents without consideration of possible substitute or"or-equal" items. 34 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 35 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 36 City,application for such acceptance will not be considered by City until after the Effective 37 Date of the Agreement. The procedure for submission of any such application by Contractor i 38 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 39 Conditions and is supplemented in Section 0125 00 of the General Requirements. 40 41 11. Subcontractors,Suppliers and Others 42 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended),the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts. A copy of the Ordinance can be 4 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 5 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 6 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 7 Venture Form as appropriate. The Forms including documentation must be received 8 by the City no later than 2:00 P.M. CST, on the second business days after the bid 9 opening date. The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received.Failure to comply shall render the bid as non- 11 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form " 17 18 12.1. The Bid Form is included with the Bidding Documents; additional copies may be i 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form. A Bid price shall be indicated for each Bid item, alternative,and unit 24 price item listed therein. In the case of optional alternatives,the words "No Bid," F 25 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 26 written in ink in both words and numerals,for which the Bidder proposes to do the required. All prices shall be written legibly. 27 work contemplated or furnish materials 28 In case of discrepancy between price in written words and the price in written 29 numerals,the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. ! 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner,whose title must appear under the signature accompanied by evidence of j38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 12.5. Bids by limited liability companies shall be executed in the name of the firm by a I 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 show the Bidder's name and official address. 45 12.6. Bids by individuals shall 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form.. The official address of the joint venture shall be shown. 49 50 12.8. All names shall be typed or printed in ink below the signature. 51 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 21,2015 > 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 ' 1 12.9, The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 2 which shall be filled in on the Bid Form. 3 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown. 6 7 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 8 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 9 to State Law Non Resident Bidder. 10 11 13. Submission of Bids 12 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, + 13 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 14 addressed to Aviation Department—Meacham Airport, and shall be enclosed in an opaque 15 sealed envelope,marked with the City Project Number,Project title,the name and address of 16 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 17 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 18 envelope with the notation"BID ENCLOSED" on the face of it. 19 20 14. Modification and Withdrawal of Bids 21 22 14.1. Bids addressed to the Aviation Department and filed with the Aviation 23 Department cannot be withdrawn prior to the time set for bid opening. A request for 24 withdrawal must be made in writing by an appropriate document duly executed in the } 25 manner that a Bid must be executed and delivered to the place where Bids are to be ' 26 submitted at any time prior to the opening of Bids. After all Bids not requested for 27 withdrawal are opened and publicly read aloud,the Bids for which a withdrawal 28 request has been properly filed may, at the option of the City,be returned unopened. 29 30 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 31 time set for the closing of Bid receipt. i 32 33 15. Opening of Bids d publicly at the place where Bids are to be submitted. An 34 Bids will be opened and read alou 35 abstract of the amounts of the base Bids and major alternates (if any)will be made available t 36 to Bidders after the opening of Bids. 37 i 38 16. Bids to Remain Subject to Acceptance 39 All Bids will remain subject to acceptance for the time period specified for Notice of Award 40 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 41 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 42 43 17. Evaluation of Bids and Award of Contract 44 i i _ 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 I 1 17.1. City reserves the right to reject any or all Bids, including Without limitation the rights 2 to reject any or all nonconforming, nonresponsive,unbalanced or conditional Bids t 3 and to reject the Bid of any Bidder if City believes that it would not be in the best 4 interest of the Project to make an award to that Bidder,Whether because the Bid is 5 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 5 6 meet any other pertinent standard or criteria established by City. City also reserves ! 7 the right to waive informalities not involving price,contract time or changes in the 8 Work with the Successful Bidder. Discrepancies between the multiplication of units 9 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies ! 10 between the indicated sum of any column of figures and the correct sum thereof will 11 be resolved in favor of the correct sum. Discrepancies between words and figures 12 will be resolved in favor of the words. 13 14 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 15 among the Bidders, Bidder is an interested party to any litigation against City, + 16 City or Bidder may have a claim against the other or be engaged in litigation, 17 Bidder is in arrears on any existing contract or has defaulted on a previous 1 g contract,Bidder has performed a prior contract in an unsatisfactory manner, or 19 Bidder has uncompleted work which in the judgment of the City will prevent or 20 hinder the prompt completion of additional work if awarded. 21 ' 22 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 23 other persons and organizations proposed for those portions of the Work as to which 24 the identity of Subcontractors, Suppliers, and other persons and organizations must ? 25 be submitted as provided in the Contract Documents or upon the request of the City. 26 City also may consider the operating costs,maintenance requirements,performance 27 data and guarantees of major items of materials and equipment proposed for 28 incorporation in the Work when such data is required to be submitted prior to the s 29 Notice of Award. 30 31 17.3. City may conduct such investigations as City deems necessary to assist in the 32 evaluation of any Bid and to establish the responsibility, qualifications, and financial 33 ability of Bidders,proposed Subcontractors, Suppliers and other persons and } 34 organizations to perform and furnish the Work in accordance with the Contract 1 35 Documents to City's satisfaction within the prescribed time. 36 37 17.4. Contractor shall perform with his own organization,work of a value not less than { 38 35% of the value embraced on the Contract,unless otherwise approved by the City. i 39 40 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 41 responsive Bidder whose evaluation by City indicates that the award will be in the 42 best interests of the City. 43 44 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 45 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 46 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 48 comparable contract in the state in which the nonresident's principal place of 49 business is located. 50 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 21,2015 0021 13-l0 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 1 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 2 to be awarded, City will award the Contract within 120 days after the day of the Bid 3 opening unless extended in writing. No other act of City or others will constitute 4 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 5 the City. 6 7 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 8 f 9 18. Signing of Agreement 10 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 1 I required number of unsigned counterparts of the Agreement. Within 14 days thereafter 12 Contractor shall sign and deliver the required number of counterparts of the Agreement to 13 City with the required Bonds, Certificates of Insurance, and all other required documentation. 14 City shall thereafter deliver one fully signed counterpart to Contractor. 15 16 17 18 END OF SECTION 1 2 4 r i 4 1 f t S1 1 u l CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 21,2015 OD 3513 � BID FORM � Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent(hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIO Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. http:lwww.ethics.state.tx.us/forms/C IQ.df htto:L/www.athir-s.state.tx.us/forms/CIS.2df O CIO Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIO Farm is being provided to the City Secretary 0 CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: American Road Maintenance By: Amerigan Ro d Mal nance Signature: 4554 E Eco Industrial PI Tucson, AZ 85756 Title: Officer END OF SECTION = CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Form Revised 20171109 City Project No.50277 003513-1 CONFLICT Or INTEREST STATEMENT Page I of 2 1 SECTION 00 3513 2 CONFLICT OF INTEREST STATEMENT 3 4 5 6 [,4ssemhler: For Contract Document execution, remove this page and replace with submitted 7 conflict of interest statement.] 8 9 10 s 11 12 i 13 s 14 15 16 F 17 18 19 3 20 E 21 i 22 R 23 24 END OF SECTION -3 25 3 t F CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101172 003513-2 CONFLICT OF INTEREST STATEMENT Page 2 of 2 5 1 I 2 3 4 5 6 7 8 9 10 11 Page intentionally left blank 2 A k f f i f r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabifitate Airfield Shoulders City Project No.101172 00 41 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: Rehabilitate Airfield Shoulders City Project No.: 101172 Units/Sections: Department of Aviation 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to 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 20150821 FortWorthBid 6 t 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Crack Repair b. Asphalt Repair c. Asphalt Markings d. Asphalt Sealing 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 30 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 Farm,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 f=orm, 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. Prequallfication Statement,Section 00 45 12 g. Conflict of Interest Affidavit,Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20150821 FodWorlhBid 0041 00 BID FORM Page 3 of 3 6.3. Evaluation of Alternate Bid Items Total Base Bid $383,340.00 Alternate Bid $555,340.00 Deductive Alternate #REF! Additive Alternate #REF! Total Bid #REF! 7. Bid Submittal This Bid is submitted on June 19th,2018 by the entity named below. Respectf fly submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No, 1: KP (Signature) Addendum No.2: Addendum No.3: Kyle Paulson Addendum No.4: (Printed Name) Title: Officer Company: American Road Maintenance Corporate Seak Address: 4554 E Eco Industrial PI Tucson,AZ 85756 State of Incorporation: IL Email: kvle@armwestcoast.nom Phone: 480-309-7102 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 ForlworthBld 004100-1 BID FORM Page 1 of 2 r 1 SECTION 00 4100 2 BID FORM 3 f 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with submitted bid 7 form.] r 8 r 9 r 10 11 12 13 ' 14 i 15 h 16 i 17 18 f 19 20 21 22 23 24 END OF SECTION 25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No. 101172 r 004100-2 BID FORM Page 2 of 2 1 s 2 3 4 r 5 6 7 8 9 1 10 11 Page intentionally left blank 't 1 r 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No. 101172 W 42 43 IND PROPOSAL raga 1 er I SECTION 00 42 43 PROPOSALFOFA UNIT PRICE Bi® Bidder's Application Project Item Information Bidder's Proposal Bidlist Vern Description Specification Section Unit of gid Quantity Unit Price Bid Value No. No. Measure 1 MOBILIZATION G-100 LS 1 $20,000.00 $20,000.00 2 LOW PROFILE LIGHTED 13ARFIICADES G-200 LF 300 $20.00 $6.000.00 3 CRACK REPAIR P-101 LF 20,000 $1.25 $25,000.00 4 COLD MILLING ASPHALTIC PAVEMENT(0-3°DEPTH) P-10i SY 100 $32.00 $3,200.00 5 HMA SURFACE COURSE P-4031TXDOT 340 TON 17 $450.00 $7,650.00 6 JOINT REPLACEMENT IN EXISTING PAVEMENT P-605 LF 10.000 $3.00 $30,000.00 7 TAXIWAY SHOULDER MARKING P-620 SF 8,600 $2.15 $18,490`0 8 ASPHALT SURFACE TREATMENT P-631SY 260 000 1.05 $278 000.00 Total Base Bid $363,340.00 Alternate Bid 9 ASPHALT SURFACE TREATMENT P-608-171 I SY 1 260,0001 1.75 1 455,000 10 JASPHALT SURFACE TREATMENT' I SY 1 -260,0001 1Z51 - 299.1 C"o 'fatal Alternate Bid(Including Items 1 7) $565,340.00 *Unit Price for alternate bid should match unitprice for base bid. SND OF SECTION CrrY Or FORT WORTH STANDARD CONSTRUCTION SPI:0FICIVY[ON DOCUMENTS Corm Revittd 20120120 PortlYnnhUid 004243-1 PROPOSAL FORM Page I of 2 1 SECTION 00 42 43 2 PROPOSAL FORM 3 4 5 6 [Assembler: For Contract Dcument execution, remove this page and replace with submitted 7 proposal forni.] 8 9 10 11 12 7 13 14 3 15 16 17 18 I 19 20 i 21 22 4 23 24 END OF SECTION , 25 _1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101172 i 004243-2 PROPOSAL FORM Page 2 of 2 1 2 3 4 5 5 7 8 9 10 11 Page intentionally left blank i l i 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101172 r k 004913 r DID FORM F'9.lare r BECT10tf 004313 BID BOND KNOW ALL BY THESE PRESENTS: Thal wa, American Rosd h!''-r'�enance,Inc. ,known as 'Bidder"heroin and a corporate surely duty authorized to do business In the Stale of Texas,known as'Swety'herein,ere held end firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the laws of Toxas,known as'Ciy haraln,In the panel sum of five pereant(51A)of Riddar's maximum bid price,In lawful money of the United Slates,to be paid in Foil Worth, Tarrant County,Texas for the payment of which sum well and truly to be mada,we bind ourselves,our heirs,executors, adm[ntstrators,successors and assigns,jointly and severally,firmly by these pro sents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the fallowing project dealpnaled as Rehshialate,AlAlstd Shoulders 0 NOW, THEREFORE, the condition of this obligation Is such that It the City shag award the Contract for the forogoing prc#d to the PfIrMpal,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 City in occordeneo with the larms of such same,then this ob1gation shalt be and became null and void.iL ha'rrever,the Principal fogs to execute such Contract In accordance 1v10r the terms of same or fags to satisfy all requltaments the conditions required for the execution of the Contract,this bond shall become the property of the City,wilhoutrecourso of the Principal andtorSurety, not to excoed the ponagy hereof,and shall be used to compenseta City for the d'dference botwssn Pr nclpal's total bid amount and [ha next selected bidder's tolel bid amount. PROVIDED FURTHER,that If any legal action be fled on this Bond,venue shag lie in Tarrant County, Texas or the United States DlslrielCourtfor the Northam District of Texas,Foci Worth Division. IN WITNESS WHEREOP,the Principal and the umly have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 2 day of JU172 ,2018. PRINCIPAL: BY, Signature ATT ST: Vim'-!r-I; �d•d 4�a r/ Winne D Principal Name and Title Address: dSS�I LowJ1u4Dw Stn't"�� S TreEeleis Casualty S Surely Co.ofAmerica �: lQnalurg Kenya>ronley,Attorney in Feel Name and Titie Address: Witness as to Surety Telephone Number: 312.88BA500 Afiach Power of Attorney(Surety)forAltomay-in-Fact 'Note: If Signed by an officerof the Surety Company,there must be onfile a certified extractfrom the by laws shoving that(his 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. S J END OF SECTION MY OF FORT WORTH STANDARD eoasTRUOTIoN MclFIOATIoN DoMMEeTs Rehabl'ilale WNreld Shoulder• Wrra RsMks20171109 city Project Na$0277 004313 BID BOND Page 1 of 2 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, American Road Maintenance ,known as "Bidder"herein and .-J I,.:V 4-1. ;-_ i'ert. a corporate surety duly authorized to do business in the State of Texas,known as"Surety"herein,are held and firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal sum of five percent(51/1.)of Bidder's maximum bid price,in lawful money of the United States,to be paid in Fort Worth, Tarrant County,Texas for the payment of which sum well and truly to be made,we bind ourselves,our heirs,executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Rehabilitate Airfield Shoulders 0 NOW, THEREFORE, the condition of this obligation is such that if the City 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 City in accordance with the terms of such same,then this obligation shall be and become null and void. If, however,the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of ,2018. PRINCIPAL: BY: Signature ATTEST: Witness as to Principal, Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 ForlWorthBid 004313 BID BOND Page 2 of 2 Address: SURETY: I I BY: E Signature Name and Title Address: Witness as to Surety Telephone Number: Attach Power of Attorney(Surety)for Attorney-in-Fact *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. See Attached END OF SECTION 3 i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 ForlWorlhBid Travelers Casualty and Surety Company of America "travelers Casualty and Surety Company TRAVELERS� 5t. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.That Travelers Casually and Surety Company of America,Travelers Casualty and Surety Company,and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"),and that the Companies do hereby make,constitute and appoint Kenya Conley of CHICAGO , Illinois ,their true and lawful Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, reoognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 3rd day of February, 2017. WMAN- ,M1 Slate of Connecticut By: City of Hartford ss. Robert L.Raney,Se or Vice President On this the 3rd day of February,2017,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America,Travelers Casualty and Surely Company,and St.Paul Fire and Marine Insurance Company,and that he,as such,being authorized so to do,executed the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. Y My Commission expires the 30th day of June,2021 mQ11A. .Ll /lQ1J< � *�q * Mane C.Tetreault,Notary Public This Power of Attorney Is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casually and Surely Company of America,Travelers Casualty and Surely Company, and St.Paul Fire and Marine Insurance Company,which resolutions are now in full force and affect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President,any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Altomeys-In-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory In the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof Is filed In the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of Indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,If required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed In his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and It Is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-In-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seat shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company,and St.Paul Fire and Marine Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Dated this 12th day of June 12018 t ,.�,. �p�k�y ��,*lY AND d44�//FyyLl�Ofl0. P, am HJLCROiFNONR.�,,,yy l�w 08i _ l- l Kevin E.Hughes,Ass taut Secretary To verify the authen&4 of this Power ofRttorney,please caN as at 1-8017,421-3B80. Please refer to the above-aamredAlttorney-in-Fact and the details of the bond to which the power fs attached. TRAVELERS ) Insurance.In-Synch!" STATE OF ILL _ OIS Ad aw COUNTY OF a Notary Public in and for said County,do hereby certify that t'. Attorney-in-Fact,of the: TRAVELERS CASUALTY&,SURETY COMPANY TRAVELERS CASUALTY&SURETY COMPANY OF AMERICA FARMINGTON CASUALTY COMPANY UNITED STATES FIDELITY AND GUARANTY COMPANY ST.PAUL.FIRE AND MARINE INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE UNDERWRITERS,INC. ST.PAUL GUARDIAN INSURANCE COMPANY ST,PAUL MERCURY INSURANCE COMPANY Who is personally known to me to be the same person,whose name is subscribed to the foregoing, instrument,appeared before me this day in person,and acknowledged that they signed,sealed,and delivered said instrument for and on behalf of: TRAVELERS CASUALTY&SURETY COMPANY TRAVELERS CASUALTY&SURETY COMPANY OF AMERICA FARMINGTON CASUALTY COMPANY UNITED STATES FIDELITY AND GUARANTY COMPANY ST.PAUL FIRE AND MARINE INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE UNDERWRITERS,INC. ST.PAUL GUARDIAN INSURANCE COMPANY ST.PAUL MERCURY INSURANCE COMPANY For the uses and purposed therein set forth. r �� Given under my hand and notarial seal at my office in the City of V+' 1' CLkM in said Couny, S day of '�. A.D.20 1 Cl OFFICIAL SEAL ` SYDNEY UGONE No ubli NOTARY PUBLIC,STATE OF ILLINOIS � My Commission Expires Sept,20,2021 f . 004313-1 BID BOND Page 1 of a 1 SECTION 00 43 13 2 BID BOND 3 4 5 6 [Assernhler: For Contract Document execution, remove this page and replace with.submitted bid 7 bond] 8 9 10 11 12 i 13 14 15 16 17 18 i 19 20 21 22 4 23 24 END OF SECTION 25 ! CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101172 0043 13-2 BID BOND " Page 2 of 2 1 2 3 4 5 6 7 8 9 10 } 11 Page intentionally left blank i i t f 1 I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No. 101172 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 413 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adapted 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 AZ , our principal place of business, are required to be 5% percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Slaty Here or 134pok , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. ❑ BIDDER: American Road Maintenance By: Kyle Paulson 4554 E Eco Industrial P! L:1( 0 (Signature) Tucson, AZ 85756 Title: Officer Date: i a END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 FortWorthBid 004337-1 VENDOR COMPLIANCE TO STATE LAW NON-RESIDENT BIDDER Page I of 2 1 SECTION 00 43 37 r 2 VENDOR COMPLIANCE TO STATE LAW NON-RESIDENT BIDDER 3 4 5 6 /Assembler: For Contract Document execution, remove this page and replace with submitted 7 vendor compliance to state law non-resident bidder.] 8 9 t 10 ' 11 12 13 14 r 15 16 i 17 18 i 19 20 21 1 22 1 23 24 END OF SECTION 25 -3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders CityProject No. 101172 004337-2 VENDOR COMPLIANCE TO STATE LAW NON-RESIDENT BIDDER Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 Page intentionally left blank i i s r i I E f i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101172 004511-1 BIDDERS PREQUALIFICATIONS Page I of 4 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 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 information by the 31 st day of March L 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 f 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 s 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxperrn 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 may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. 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 T 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 Rehabilitate Airfield Shoulders n STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 l I 004511-2 BIDDERS PREQUALIFICATIONS r Page 2 of 4 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 a 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 Prequalification Application. A Bidder Prequalification 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"NIA"should be inserted. j38 (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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 0045 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 4 1 M 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 4 g END OF,SECTION 9 f 1 2 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 Cr 0045 11-4 BIDDERS PREQUALIFICATIONS Page 4 of 4 F 1 i 2 r 3 i 4 k 5 1 6 7 F 8 9 10 Page intentionally Ieft blank S i 1 r (s f I Tl i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 EI 004512 I BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Crack Repair American Road Maintenance 12/31/2018 Asphalt Repair Price Asphalt 12/31/2018 Asphalt Markings General Striping 12/31/2018 Asphalt Sealing American Road Maintenance 12/31/2018 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: American Road Maintenance B Kyle Paulson 4554 E Eco industrial PI 0 {Signature) Tucson,AZ 85756 Title: Officer Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FortworthBid Form Revised 20120120 ` 004512-1 PREQUALIFICATION STATEMENT Page I oft I 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 4 5 6 [, ssembler: For Contract Document execution, remove this page and replace with submitted 7 preyualification statement.] ! 8 9 t 10 11 12 13 14 15 16 17 t 18 L 19 20 j 21 J 22 23 24 END OF SECTION 25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No.101 U2 004512-2 PREQUALIFICATION STATEMENT Page 2 of 2 i 1 2 3 4 5 r 6 7 8 9 10 11 Page intentionally left blank I i i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders City Project No. 101172 FORT WORT SECTION 00 45 13 s BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership General Partnership Name under which you wish to qualify Corporation Limited Liability Company i Post Office Box City State Zip Code Street Address (required) City State Zip Code a t Telephone Fax Email i Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE 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" Rehabilitate Airfield Shoulders City Project No.101 t72 5 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 10 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than$6,000,000.00 in annual gross receipts OR r F-1 Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. 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 s 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 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 10 MAJOR WORK CATEGORIES,CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System,Development, 8-inches and smaller Sewer Collection System,Urban/Renewal, 8-inches and smaller Sewer Collection System,Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes i 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 I7 Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) i Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting i i Rehabilitate Airfield Shoulders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10 1I72 Revised December 20,2012 0045 13-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 10 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: construction work has your organization 3. How many years of experience in had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER i i { *If requalifying only show work performed since last statement. i 5. What projects has your organization completed specifically involving airports? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER —1 9 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 i 004513-5 BIDDER PREQUALIFICAT10N APPLICATION Page 5 of 10 6.Have you ever failed to complete any work awarded to you? H so, where and why? 7.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? F If so, state the name of the individual, other organization and reason. 8.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so,state the name of the individual,name of owner and reason. 9. In what other lines of business are you financially interested? 10. Have you ever performed any work for the City? If so,when and to whom do you refer? i 11. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS i i 1 4 12. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship 1 to this person or firm. R Z 13. What is the construction experience of the principal individuals in your organization? ` PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY s Rehabilitate Airfield Shoulders CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I Oi 172 Revised December 20,2012 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 10 a 14. 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: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general,limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers a Secretary Limited Partners (if applicable) Treasurer i LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles,if any) S Rebabilitate Airfield Shoulders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 F 00 45 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 10 € 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. { 5 i = f CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101 t72 Revised December 20,2012 0045 13-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 10 15. Equipment $ TOTAL i BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE . 1 2 3 4 5 6 7 8 9 10 F12 15 16 17 18 19 20 21 22 s 23 24 25 r 26 27 28 j 29 30 { Various- TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model, and general common description of each. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,101172 Revised December 20,2012 004513-9 BIDDER PREQUALIFICATION APPLICATION Page 9 of 10 i f BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force,necessary to verify said statement. being duly sworn, deposes and says that t he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before rile this day of , Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 l 004513-10 BIDDER PREQUALIFICATION APPLICATION Page 10 of 10 Page intentionally left blank. I k CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 1 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page] of 2 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. 101172. 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: 5 12 { ,�Y�—� > By: sQD�I 13 Company (Please Print) 14 15 Signature: UAl 16 Address 17 18 �U LS ,�.�Q'1 515 a Title: ox 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § j 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority, on this day personally appeared 27 ,known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of 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 day of j 33 920 34 35 36 37 Notary Public in and for the State of Texas 38 39 END OF SECTION --, 40 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 CIVIL CODE § 1189 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT On- ntity of FA V0Wi the notal public or other officer completing this certificate verifies only the uracy, idslidfy ofi hat diocdimento signed the documenY which this certificate is attached,and not the truthfulness, State of California r County of _04 2pr/o before me, On ✓ Here !r cert Name and Title f the Officer Date personally appeared Nonle(410f Signet t<, ------ evidence to be the pexE u ed the same in j heath,jjr cribed who proved to me on the basis of satisfactory or the entity erltheir sthatd recon the instrument the personi to the within instrument and acknowled�ced to me that /she t ey authorized capacity(w< that by upon behalf of which the persor 'acted, executed the instrument. I certify under PENALTY OF PERJURY under the ERIK N.g�ICKEI laws of the State of California that the foregoing Commission a 2132®k0 paragraph is true and correct. 4 ® Notary public-California Orange County WITNESS my hand and official seal. +� My Comm.Expiras_Nov 8,2019 Signature signature of Notary Public place Notary Seal and/or Stamp Above ppT1ONAL tion of the document Completing thiseat ad�menf t of thison can formtoeter tanaunintended document. r fraudulent r Description of Attached Docur�en - , ,, C/u y BM /�h �� 1 Title or Type of Document: - Number of Pages:_ Z G DocumentDate: 'r G� �,{ yr Signer(s) Other Than Named Above: Al- Capacity(ies) Claimed by Signer( ) �.!/ ��{{ { Signer's Name: Signer's Name: � i��r p Corporate Officer--Title(s): �.�---- iR Corporate Officer- Title(s): © Partner- d Limited D General a Partner- [3 Limited d General p Individual o Attorney in Fact D Individual ❑ Attorney in Fact Trustee ci Guardian of Conservator ❑ Trustee d Guardian of Conservator ci Other-. o Other: Signer is Representing: Signer is Representing:—� -- p2017 National Notary Association M1304-09 (09117) i 004526-2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 . 1 2 3 4 5 6 7 8 9 10 11 Page intentionally left blank t i i 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 i 004540-1 Minority Business Enterprise Specifications Page I of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 7 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 11 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 MBE PROJECT GOALS 15 The City's MBE goal on this project is 0% of the total bid value of the contract (Base bid applies to Parks 16 and Community Services). 17 ' 18 Note: If both MBE and SSE subcontracting goals are established for this project, then an Offeror 19 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 20 21 COMPLIANCE TO BID SPECIFICATIONS 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 1 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 25 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 26 3. Good Faith Effort documentation,or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the Purchasing Division, within the following times - 31 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 32 do]iver the MBE, floi;unl;:iltili{i13 iia licrson to, the appropriate employee of the purchasing division srnd 33 6hfain a da1t:#tinie receipt. Such re-ceipt.shall be evidence that the Cily receMul lllu doutEmentati0ii in thl: 34 time a]Iocated. A faxed aadtor emitIled coley will nol lie uecepted. 35 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. I 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Foran, if day after the bid opening date, exclusive of the bid opening -participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. _ 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 36 CITY OF FORT WORTFI Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day ager the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The NVWBE Office at(81.7)212-2674. g END OF SECTION 9 10 11 a f F 1 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised June 9,2015 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page I of 2 1 SECTION 00 45 41 2 SMALL BUSINESS ENTERPRISE GOAL 3 4 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 7 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small I1 Business Enterprises (SBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 SBE PROJECT GOAL 15 The City's SBE goal on this project is 0% of the base bid(Base bid applies to Parks and Community 16 Services). 17 18 Note: If both MBE and SBE subcontracting goals are established for this project, then an 19 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 20 responsive. 21 22 COMPLIANCE TO BID SPECIFICATIONS 23 On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required 24 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 25 following: 26 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation, or 27 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation,or ! 28 3. Good Faith Effort documentation,or; 29 4. Prime Waiver documentation. 30 31 SUBMITTAL OF REQUIRED DOCUMENTATION 32 The applicable documents must be received by the Purchase Division, within the following times 33 allocated, in order for the entire bid to be considered responsive to the specifications. Tlie 006ror 34 snail deliver Che SBE d(C CLll71eJkLat1.on in Inersan to Lhc 0)1P10yee Of the purchasing 35 division aod obtain a dateltime mteipt. -Such rmcipL sha[l be, evidence tllaL the City reccivcd the 36 doe Lunentation in the Erne illlociltud, A faxed andlor entailed cop)- %yiII iioI be-aceep!ed. 1. Subcontractor Utilization Form,if goal is received no later than 2:00 p.m.,on the second City business met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if participation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if no MBE participation: days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm received no later than 2:00 p.m., on the second City business will perform all subcontracting/supplier work: days after the bid opening date, exclusive of the bid opening date. 37 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised June 9,2015 004541 -2 SMALL 13USINESS ENTERPRISE GOAL Page 2 of 2 . 1 5. Joint Venture Form,if goal is suet or received no later than 2:00 p.m.,on the second City business exceeded: days after the bid opening date, exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions,please contact the M/WBE Office at(S 17)212-2674 12 13 END OF SECTION 3 I i 1 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised June 9,2015 00 45 42 F`a RT WORTH DISADVANTAGED BUSINESS ENTERPRISE GOAL City of Fort Worth Disadvantaged Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the totai dollar value of the contract is$50,000 or more, then a DBE subconttactiitg goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Disadvantage Business Enterprises (DBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of DBE firms to a level comparable to the availability of DBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current Disadvantage Business Enterprise Program apply to this bid. DBE PROJECT GOALS 15 The City's DBE goal on this project is % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$50,000 or more where a DBE subcontracting goal is applied, bidders are required to comply with the intent of the City's DBE program by either of the following: 1. Meet or exceed the above stated DBE goal through DBE subcontracting participation,or 2. Meet or exceed the above stated DBE goal through DBE Joint Venture participation,or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the VIBE docurnerntaticn in person ti's the appropriiate employee of the purchasing divislch and obtain a daNdIlrne receipt- Such receipt shall be ev dence that the My received the documentattn in the time allocated. A taxed andlor efnalled copy will not be accepted. t 1. Subcontractor Utilization Form, if goal is— received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontractinglsupplier work: after the bid opening date, exclusive of the bid opening date. ' 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day I exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S DBE PROGRAM, WILL RESULT IN THE BID BEING CONSIDERED AION-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED DBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL RESULT IN T14E OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONS YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at(817)212-2674. r ppC 02 0 0 0 y LUrnx c � � ash _ a E ' 2a S L CL 0 ,0 - _ E :Fo .. m M �g � m �CL a � 2 E73 quTA ` ap C 4, CL 20 Lu LM J3 M LU L cam v, a '� :. E a� w S M R " CL Im m m X Q z W U ' i4 a G ,O 2! 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T: > -A � � c a LL Q O } wa a N R ; � � 0 a o , � a oc) . a 0 � 4 w . 0 c = z a �9 0 0 °N' c v, � y �+ _ •� w IL r�y� e` a =) = m 1= 0 w , t w to 0 a G. LLLu0 Z a a. sLLu0 r Joint Venture Page 1 of 3 F_ ORT WORTH CITY OF FORT WORTH DBE Joint Venture Eligibility Form All questions must be answered;use"N/A"ff not applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture DBE firm Non-DBE firm name: name: Business Address: Business Address: ? City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile 1 Cellular Cellular Certification States: E-mail address Name of Certifying Agency: a 1 2. Scope of work performed b the Joint Venture: Describe the scope of work of the DBE: Describe the scope of work of the non-DBE: 4 1 9 Rev.2110115 l Joint Venture Page 2 of 3 3. What is the percentage of DBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. t 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: i Other applicable ownership interests: i 6. Identify by name,race,sex and firm of those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: z I Financial decisions (to include Account Payable and Receivable): t Management decisions: a. Estimating - ------------------------------------------ b. Marketing and Sales -------------------------------------------------------- c. Hiring and Firing of management personnel — ---- — ----------------- -- d. Purchasing of major equipment and/or supplies + Supervision of field operations r The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the DBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must S inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's DBE Program. Rev.2110115 a Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall t agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. _ — —- Name of DBE firm Name of non-DBE firm Printed Name of Owner Printed Name of Owner 4 Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner E Signature of Owner Signature of Owner Title Title ! Date Date 3 4 Notarization State of County of On this day of . 20 ,before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2110115 ATTACHMENT 1C Page 1 of 4 FORT WORTH Cit} of Fort Worth Disadvantaged Business Enterprise DBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MIWIDBE NON-MIWIDBE BID DATE City's DBE Project Goal: Offeror's DBE Project Commitment: PROJECT NUMBER % % If the Offeror did not meet or exceed the DBE subcontracting goal for thif, project, the Offeror must complete this form. If the Offeror's method of compliance with the DBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the Offeror. j Failure to complete this form. in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive f of bid opening date, wig result in the bid being considered nor/-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a DBE or non-DBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities i I I i 3 �11 Rev.2110195 i ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of DBE subcontractors and/or suppliers from the City's MIWBE Office. a Yes Date of Listing 1 1 No 3.) Did you solicit bids from DBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? s Yes (If yes,attach DBE mail listing to include name of firm and address and a dated copy of letter mailed.) No + 4.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of DBE firm,person contacted, phone number and date and time of contact.) No { 5.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? s Yes (if yes,attach list to include name of DBE firm,fax number and date and time of contact. In addition, if the fax is returned as undeliverable,then that"undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No G.) Did you solicit bids from DBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of DBE firm,date and time. In addition,if an email is returned as undeliverable,then that"undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method ' must be applied to the applicable contract The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to deemed responsive to the Good Faith Effort requirement. MOTE: The Offeror must contact the entire DBE= list specific to each subcontracting and supplier i opportunity to be in compliance with questions 3 thrU 6. 7.) Did you provide plans and specifications to potential DBEs? Yes -_� No 2 8.) Did you provide the information regarding the location of plans and specifications in order to assist the DBEs? Yes No Rev.2110115 R F ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the DBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No i 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the M1wBE Office to address the corrections needed.) No 11.)Submit documentation if DBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the DBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. (Pie e use additional sheefs,if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection i t t ADDITIONAL INFORMATION: ? Please provide additional information you feel will further explain your good and honest efforts to obtain DBE participation on this project. 1 } c I 3 The Offeror further agrees to provide, directly to the City upon request, complete and i accurate information regarding actual work performed on this contract, the payment i thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. 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 shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev.2110115 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the DBE(s) listed was/were contacted in good faith. It is understood that any DBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's IVIANBE ' Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip bate i j t s J Rev.2110/15 ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort Worth Disadvantaged Business Enterprise Specifications Prime Contractor Waiver Form t OFFEROR COMPANY NAME: Check applicable block to describe Offeror M/W/DBE NON-WWIDBE PROJECT NAME: BID DATE City's DBE Project Goal: Offeror's DBE Project Commitment: PROJECT NUMBER % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if bjDthL answers are yes. allure to complete tlhIs form in its entirety and be received by tha Purchas]na Division no later than :OU m, on the CIEgginess da a r bid open. exclusive of the blvd opening date, wlll res utt in p.the bice being considered port-responsive to bid specifications. i Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO F project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO j The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including DBE(s) on this contract, the payment thereof and any proposed changes to the original DBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the DBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract i may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1)year. „ Authorized Signature Printed Signature '- Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110!15 005243-1 Agreement Page 1 of 6 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 11/15/18' 4L is made by and between the City of Forth 5 Worth, a Texas home rue municipality,ac ng ¢y and through its duly authorized City Manager, 6 ("City„), and _ �NitfiCav� -+a /�u►n}'Mc?rtr , 7 authorized to do business in Texas, acting by and through its duly authorized representative, 8 ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 10 follows: 11 Article 1.WORK 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 13 Project identified herein. 14 Article 2. PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part is 16 generally described as follows: 17 Rehabilitate Airfield Shoulders 18 City Project No. 101172 19 Article 3. CONTRACT PRICE 20 City agrees to pay Contractor for performance of the Work in accordance with the Contract 21 Documents an amount, in current funds,of�wc 6JrJ S; y A-re.161eJ 'Am 4AJ f, Dollars 22 ($ 5b5,340- 00 ). 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 30 days after the date when the 26 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. _ 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages for 36 delay (but not as a penalty), Contractor shall pay City Seven Hundred and Fifty Dollars 37 ($750.00) for each day that expires after the time specified in Paragraph 4.1 for Final 38 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised 11.15.17 i 005243-2 Agreement Page 2 of 6 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 £ Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Utilization Form 58 3. General Conditions. 59 4. Supplementary Conditions. k 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. ► 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 1 72 i 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all -3 76 claims arising out of, or alleged to arise out of,the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended tooperate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused,in whole or in part,by any act omission or negligence of the cm 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs,expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised 11.15.17 i 005243-3 Agreement Page 3 of 6 F 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city,its officers,servants and employees,from and against any and all loss,damage 87 or destruction of property of the city,arising out of,or alleged to arise out of,the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification + 90 DrOVision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused in whole or in part, 92 by any act omission or negligence of the city, ' 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. t 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas,Fort Worth Division. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 ' 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised 11.15.17 005243-4 Agreement Page 4 of 6 J 123 The terms "boycott Israel" and"company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor: (I) does not boycott Israel, and(2) will not boycott Israel during the term of 127 the contract. 128 129 7.8 Immigration Nationality Act. 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form(1-9). Upon request by City, Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of t 142 this provision by Contractor. 143 144 7.9 No Third-Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third-party beneficiaries. 147 i148 7.10 No Cause of Action Against Engineer. 149 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other i 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all J 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. t 164 a 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised 11.15.17 005243-5 Agreement Page 5 of 167 168 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 169 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 170 Date"). 171 Contractor: City of Fort Worth By: irYllLrs0( Ls4fi_ _ e Fernando Costa By: Assistant City Manager Signature) Date 4 , Attest: s i (Print Name) City Secretary : Title: �ctz kt,.v,,A (Seal) Address: H(:31SLt Jll kl(10 M&C Date: it 1 131 z 191 y Form 1295 No. Z04,S-IJ City/State/Zip: Contract Compliance Manager: By signing,I acknowledge that I am the person f 1- responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting requirements. Dakota Shaw Airport Project Coordinator Approved as to Form and Legality: B. Stron Assistant C6 Attorney 172 173 APPROVA RECOMMENDED: 174 175 176 William B.Welstead 177 AIRPORT SYSTEM DIRECTOR, 178 AVIATION DEPARTMENT 179 OFFICIAL RECORD CITY SECRETARY CITY OF FORT WORTH RrATW1 ,8hUAlde STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ci Pro'ect Revised 11.15.17 005243-6 Agreement Page 6 of 6 E 180 1 181 182 183 184 i 185 186 187 188 189 ` 190 Page intentionally left blank i i 1 CITY OF FORT WORT14 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised 11.15.17 Bond#106968584 0061 l3-1 PERFORMANCE BOND Pagel of 2 F I SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, American Road Maintenance,Inc. ,known a8 9 "Principal"herein and Travelers Casualt &Surety Company of America ,a corporate 10 surety(sureties, if more than one)duly authorized to do business in the State of Texas, known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a 12 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal 13 Burn of, Five Hundred Thousand Dollars 14 ($ 5oo,000 ),lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made,we bind 16 ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS,the Principal has entered into a certain written contract with the City 19 awarded the 14 day of November ,20 18 ,which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 21 Iabor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Rehabilitate Airfield Shoulders, City 23 Project No. 101172. 24 NOW,THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perforin 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPHCIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 14 day of 6 November ,20 18 . 7 PRINCIPAL: 8 American Road Maintenance,Inc. 9 10 11 BY: 12 igna ur 13 ATTEST: 14 15 41 nA 16 (Principal Secretary ame and Tit 17 18 Address: Y65q E Fto1 an� 19 20 21 AU 22 Wikess X to Pr cipal 23 SURETY: 24 Travelers Casualty&Surety Company of America 25 26 27 B . 2gSlg ature 29 30 Kenya Conley,Attorney in Fact 31 Name and Title 32 33 Address: 35 E.Wacker Drive,Ste 3800 34 4 Chicago,IL 60601 35 36 37 Witness as to Surety Madison Ciombor Telephone Number: 312-8888-4500 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. 45 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 4. 0061 13-1 PERFORMANCE BOND Page 1 of r 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, ,known as 9 "Principal'herein and , a corporate 10 surety(sureties, if more than one)duly authorized to do business in the State of Texas,known as { 11 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal 13 sum of, Dollars 14 ($ ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 16 ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS,the Principal has entered into a certain written contract with the City 19 awarded the day of 20__,which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment 21 labor and other accessories defined by law,in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Rehabilitate Airfield Shoulders, City 23 Project No. 101172- ; 24 NOW,THEREFORE,the condition of this obligation is such that if the said.Principal f 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 1 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 1 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 , 20 7 PRINCIPAL: 8 9 10 11 BY:_�) PV L_ ! 12 itK 13 ATTEST: 14 15 0 f 16 (Principal) Secretary Name and Tit1 17 j 18 Address: I-ta'l 19 TV G 20 21 22 Witness as to Principal 23 SURETY: 24 25 26 27 BY: 28 Signature 29 30 31 Name and Title 32 33 Address: 34 35 36 37 Witness as to Surety Telephone Number: 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. 1 45 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 Bond#106968584 006114-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, American Road Maintenance,Inc. known as 8 "Principal" herein, and Travelers Casualty&Surety Company of America , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 1 I municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the penal sum of Five Hundred Thousand Dollars 13 ($ 500,000 }, lawfuI money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made,we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 14 day of November 2018 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 as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Rehabilitate Airfield Shoulders, City Project No. 101172, 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liab.ilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF PORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July I,2011 0061 14-2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 14 day of 3 November 20 18 Q PRINCIPAL: l American Road Maintenance,Inc. ATTEST: BY: S' natu {, ]t�' (Principal) SecretaryName Ind Title Address: !JS.SLI Xrh% uslilA) Wit ss as to Principal SURETY: Travelers Casualty&Surely Company of America ATTEST: Yign ure Kenya Conley,Attorney In Fact (Surety) Secretary Name and Title Address: 35 E Wacker Drive,Ste 3800 Chicago, IL 60601 Witness as to Surety Madison Ciombor Telephone Number: 312-888-4500 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 9 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. 1 l END OF SECTION 12 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101 172 Revised July 1,2011 0061 14-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § r 7 That we, known as 8 "Principal" herein, and , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I 1 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 12 in the penal sum of Dollars 13 ($ ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made,we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 16 presents: 17 WHEREAS,Principal has entered into a certain written Contract with City, awarded the 18 day of 20 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 as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Rehabilitate Airfield Shoulders, City Project No. 101172. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full t 26 force and effect. a j 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 1 30 CITY OF FORT WORTII Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 J 006114-2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 ,20 4 PRINCIPAL: ATTEST: BY: Si atur �, f (Principal) Secretary Name dnd Title Address: Witness as to Principal SURETY: l ATTEST: BY: Signature (Surety) Secretary Name and Title Address: Witness as to Surety Telephone Number: S 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 Bond#106968584 0061 19-1 MAINTENANCE BOND Page 1 of 4 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: b COUNTY OF TARRANT § 7 8 That we American Road Maintenance,Inc. ,known as 9 "Principal"herein and Travelers Casualty&Surety Company of America a corporate surety 10 (sureties, if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a 12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, 13 in the sum of Five Hundred Thousand Dollars 14 ($ 500,000 ), lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County, Texas,for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs,executors,administrators, successors and assigns,jointly 17 and severally,firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the 14 day of November ,20 18 ,which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials,equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work") as provided for in said contract and designated as Rehabilitate Airfield Shoulders, 25 City Project No. 101172 and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"),- and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101 172 Revised July 1.2011 0061 19-3 MAINTENANCE BOND Page 3 of4 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 14 day of November 3 )20 18 4 5 PRINCIPAL: 6 American Road Maintenance,Inc. 7 I 8 9 BY: 10 Wignt 11 ATTEST: 12 14 (Principal Seer-etary ame and Titl 15 S I� 16 Address: 1_ 'Co 17 Tv C So r, A Z 18 19 20 Wi ess as o Principal 21 SURETY: 22 Travelers Casually&Surety Company of America 23 24 25 BY: 26 Si nature 27 28 _Konya Conley.Attorney in Fact 29 ATTEST: Name and Title 30 31 Address. 35 E Wacker Drive 32 (Surety)Secretary Chicago,IL 60601 33 34 35 Witness as to Surety Madison Ciombor Telephone Number: 312-888-4500 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation, If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WOR'T'H Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised duly 1,2011 TRAVELERS I Insurance.ln-Synch'' STATE OF ILLINOIS COUNTY OF ("00) _ I, a Notary Public in and for said County,do hereby certify that Attorney-in-Fact,of the: TRAVELERS CASUALTY&SURETY COMPANY TRAVELERS CASUALTY&SURETY COMPANY OF AMERICA FARMINGTON CASUALTY COMPANY UNITED STATES FIDELITY AND GUARANTY COMPANY ST.PAUL FIRE AND MARINE INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE UNDERWRITERS,INC. ST.PAUL GUARDIAN INSURANCE COMPANY ST.PAUL MERCURY INSURANCE COMPANY Who is personally known to me to be the same person,whose name is subscribed to the foregoing, instrument,appeared before me this day in person,and acknowledged that they signed,sealed,and delivered said instrument for and on behalf of: TRAVELERS CASUALTY&SURETY COMPANY TRAVELERS CASUALTY&SURETY COMPANY OF AMERICA FARMINGTON CASUALTY COMPANY UNITED STATES FIDELITY AND GUARANTY COMPANY ST.PAUL FIRE AND MARINE INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE UNDERWRITERS,INC. ST.PAUL GUARDIAN INSURANCE COMPANY ST.PAUL MERCURY INSURANCE COMPANY For the uses and purposed therein set forth. Given under my and and notarial seal at my office in the City of in said [ Count th l day of V C�y pUW- A.D.20 Not lic FFICIAL SEAL SYDNEY UGONE NOTARY PUBLIC,STATE OF ILLINOIS My COMMISsIOn Expires Sept.20,2021 Yravelers Casualty and Surety Company of America Travelers Casualty and Surety Company [TRAVELERS ; St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the Stale of Connecticut (herein collectively called the "Companies"),and that the Companies do hereby make,constitute and appoint Kenya Conley of CHICAGO Illinois , their true and lawful Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 3rd day of February, 2017. r�%Rt67�E°f!y°'� ��hytY AryQ �yA`,P�JEP rA kARrfrCpa. a7. CQfrd! o iL� State of Connecticut rte, By: . City of Hartford ss. Robert L.Raney,Se or Vice President On this the 3rd day of February,2017, before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. p.Y My Commission expires the 30th day of June,2021 t3lL��l, ( ARA 0� *� � Marre C.Tetreault,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer, any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-f=act and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances,contracts of indemnity, and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or(b) duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casually and Surety Company of America, Travelers Casualty and Surety Company, and St.Paul Fire and Marine Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Daled this 14 day of November 12018 T 1y'"&� TY tivirm a Cf rOf�, Ik2Y Kevin E.Hughes,Assistant Secretary to verify the authenticity of this PowerofAttorney,please call us at,1-800-421-3880. Please refer to the above-named Attorney-in-Fact and the details of the bond to whish the power Is attached. 0061 19-1 MAINTENANCE BOND Page I of 4 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we ,known as 9 "Principal"herein and , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, 13 in the sum of Dollars 14 ($ ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves,our heirs,executors, administrators, successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the day of , 20 ,which Contract is hereby ' 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all ti 22 materials, equipment labor and other accessories as defined by law,in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work") as provided for in said contract and designated as Rehabilitate Airfield Shoulders, 25 City Project No. 101172 and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part } 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 4 I 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas,Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 i 19 20 - !i f i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 r 0061 19-3 MAINTENANCE BOND Page 3 of I 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 day of 3 ,20_ 4 5 PRINCIPAL: 6 7 8 9 BY: 10 uignaUp I1 ATTEST:12 j 13Ao� I 14 (Principal)Secretary IName and Title/ 15 16 Address: 17 18 19 20 Witness as to Principal 21 SURETY: 22 23 24 25 BY: 26 Signature 27 28 29 ATTEST: Name and Title 30 31 Address: 32 (Surety)Secretary 33 34 35 Witness as to Surety Telephone Number: 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF PORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised duly 1,2011 I 0061 19-4 MAINTENANCE BOND Page 4 of 4 1 2 3 4 5 6 7 9 10 5 11 Page intentionally left blank 4 , t 1 a 4 f CITY OP PORT WORTH Rehabilitate Airfield Shoulders r STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 I Revised July 1,2011 c AMERROA-01 MCIOMBOR CERTIFICATE OF LIABILITY INSURANCE na11!rIMM�nu�YYrv}14/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(fes)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: _ The Provant Group PHONE 35 E.Wacker Dr., Suite 3800 (AIG,No,Ext):(312)888-4500_ _ FAX Nol:(312)888-4501 Chicago,IL 60601 AD AIL info@provantgroup.com INSURER(S)AFFORDING COVERAGE NAIC# _ INSURER A:Evanston Insurance INSURED INSURER 0:Ohio v':ecurEtyInsurance CO. 24082 American Road Maintenance Inc. INSURER C:First Mercury Insurance Co. 10657 4554 E Eco Industrial Place INSURERD:Charter Oak Fire Insurance Co. 25615 Tucson,AZ 85756 fNSURER E: —-_- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD fY fDDYYY IY MMIDDYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE F_X]OCCUR 3C32383 03/31/2018 03/31/2019 DAMAGETORENTED 300,000 PRFIUISES Fa occurrence $ _ MED EXP(Any oneperson) $ 5'000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: _GENERAL AGGREGATE $ 2,000,000 POLICY ]JECOT- �LOC PRODUCTS-COMPIOPAGG $ 2'000'000 OTHER: $ B AUTOMOBILE LIABILITY ,7OfaBI�NdoDtSINGLE LIMIT $ 1,000,000 J_X ANY AUTO BASS5979861 03!3112018 03/31/2019 BODILY INJURY Per erson OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $HIREDNON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Peracc $ C X UMBRELLA LIAB X OCCUR EACH OCCURRENCE _ $ 8'000'000 E=XCESS LIAR CLAIMS-MADE IL-EX-0000057406-04 0313112018 03/31/2019 AGGREGATE $ 8,000,000 DED RETFNTION$ $ B WORKERS COMPENSATIONX PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTMI-WrXECUTIVE XWS55979861 03131!2018 03!31!2019 1,000,000 OFFICERIMEMRER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE_POLICY LIMIT $ D Leased&Rented 4B784982 0313112018 03/31/2019 50,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ( 101,Additional Remarks Schedule,may he attached if more space is required! It is agreed that the following are listed as additional insured with respects to the general liability and business auto policies on a primary and non-contributory basis: -City of Fort Worth Waiver of subrogation in favor of the above additional insured with respects to the general liability,business auto,and workers compensation policies. Umbrella follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cit of Fort Worth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City ACCORDANCE WITH THE POLICY PROVISIONS. 200 Texas St. Fort Worth,TX 76102 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 0061 25-1 CERTIFICATE OF INSURANCE Page 1 of2 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 Mssetnbler: For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate of insurance form.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION 25 r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Revised July 1,2011 City Project No. 101172 006125-2 CERTIFICATE OF INSURANCE Page 2 of 2 1 2 3 F 4 5 6 i S 9 10 11 Page intentionally left blank S 1 f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rehabilitate Airfield Shoulders Revised July 1,2011 City Project No.101172 STANDARD GENERAL. CONDITIONS OF THE CONSTRUCTION CONTRACT 4 5 L k1 F 1_ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJN MNTS. Revision:Febnkary2,2016 I STANDARD GENERAL CONDITIONS OF THE F CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 I Article 3 —Contract Documents: Intent,Amending,Reuse................... 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards............... ...9 .................................................................................................... 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 f Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions;Reference Points...........................................................................................................11 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions .................................................... ........ 12 .............................. 4.03 Differing Subsurface or Physical Conditions............................................................................. 12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points ..................... 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 —Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers.................................................................................. ...16 .............. 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance..............................................................................................................16 5.04 Contractor's Insurance. 18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 1 Article 6—Contractor's Responsibilities 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revision:Febfay 2,2016 t 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment 6.04 Project Schedule..........................................................................................................................21 r 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 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 A 617 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 E 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification .........................................................................................................................33 r 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 5 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data.................... 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 I ' Article 9-City's Observation Status During Construction 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work. .38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febm&yZ 2016 t Article 10-Changes in the Work; Claims; Extra Work................................................................................38 F 10.01 Authorized Changes in the Work 10.02 Unauthorized Changes in the Work...........................................................................................39 I 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process ..40 . ........................................................................................................... a 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 F 11.04 Plans Quantity Measurement......................................................................................................45 f Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 EArticle 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 4 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work..................... 13.09 City May Correct Defective Work.............................................................................................51 + Article 14-Payments to Contractor and Completion................ ......52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 c 14.03 Contractor's Warranty of Title.................................................. ......54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 s 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15--Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work............................................................................................................ 57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCT UMTS Revision:February 2,2016 Article17—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 a i J 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnmryZ 2016 007200-1 GENERAL CONDITIONS Page l of 63 I ARTICLE I--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, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award--Authorization by the City Council for the City to enter into an Agreement. i 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day -- A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw–City's on-line,electronic document management and collaboration system. 1 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 ' GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations, or agreements,whether written or oral. a 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. i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry 2,2016 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. 24. 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. S 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 1 specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbn uy Z 2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition--The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. i 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 41 will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs---Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard i conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square i 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 SPECIFICATION DOCUMENTS Revision:Fcbnny 2,2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such - portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. J 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. l 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy 2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 f 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 l supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a 7 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, _a 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. i I 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniaiy2,2016 007200-1 I GENERAL CONDITIONS ' Page 7 of 63 ' 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination ' will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 5 1 T 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 Iabor, 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—PRELEMINARY MATTERS 2.01 Copies of Documents tCity shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to s Proceed may be given at any time within 14 days after the Effective Date of the Agreement. s CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy2,2016 007200-I GENERAL CONDITIONS Page 9 of 63 r section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations I. 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 t 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 4 = 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 J within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (e) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not f proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCTJMENTS Revision:Febmmy 2,2016 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2, fn 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. l 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; t --_ 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 SPECIFICATION DOCUMENTS Revision:Febnay 2,2016 007200-1 GENERAL CONDITIONS Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Piles 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. I. 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 f 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 SPECIFICATION DOCUMENTS Revision:Fehnkuy2,2016 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 1 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 SPECIFICATION DOCUMENTS Revision:Febnimy2,2036 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 Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been 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. 4.44 Underground Facilities A. Shown or Indicated. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.' 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmwy2,2016 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 Paints 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 1 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 SPECIFICATION DOCUMENTS Revision;Febnary 2,2416 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. Ilk 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 4 to all fees and charges of engineers, architects, attorneys, and other professionals and all court 1 or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whore Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. i H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbniuy 2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE ' 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. i D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmoy 2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified 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%. q 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 SPECIFICATION DOCUMENTS Revision:F&uary2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved 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 parry 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; s 2. claims for damages because of bodily injury, occupational sickness or disease, or death of I Contractor's employees. _A 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy 2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES I 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 SPECIFICATION DOCUMENTS Revision:Febara y 2,2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the ,Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or -. electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, t 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 WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febimmy 2,2016 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which ' case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of i proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength,and design characteristics; F CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the fiulction and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute.Iters: 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 a) perforin 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: 1 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 j with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebmay2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; i 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 6.05.13. 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 thein from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cast Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended)by the following: I. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTI3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay 2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Cade 2258.023. C. Complaints of Violations and City Determination of Goad Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether f good cause exists to believe that the violation occurred. The City shall notify in writing the i 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 SPECIFICATION DOCUMENTS Revision:FehmW 2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 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 I Ith 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 r 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 E A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbmary 2,2016 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 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations lA. 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. j B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTI4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with ,State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: I. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or 2. http://www.win.dow.state.tx.FIs/taxinfo/taxfornis/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 j section on which operations are in progress before work is commenced on any additional 3 area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLMMNTS Revision:Febnmy 2,2016 007200-1 ' GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. i 4. Pursuant to Paragraph 6.21, Contractor shall indemniand 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. a 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 iaccurate 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 SPECIFICATION DOCUMENTS Revision:Febivazy 2,2016 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; I 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. } B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-i GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals i 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. i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkwy2,2616 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.• I. 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. 4 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending s 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, t 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 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 SPECIFICATION DOCUMENTS Revision:Febn&W2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract ' Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. 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, Iicenses or invitees under this Contract. THIS F'14DEBIWICATION PROVISION IS &ICIFICALLY INTENDED T OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME F THE DAMAGES BEING ED IN WHOLE OR PART. BV ANY ACT. OMISSION OR NEGLIGENCE OF THE C ITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fey 2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 r 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., OMIN51„ N 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 1 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 F 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 1 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 1 payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febway 2,2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, 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. 1 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 SPECIFICATION DOCUMENTS Revision:Febmy 2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 f 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 s 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 SPECIFICATION DOCUMENTS Revision:Febmaiy 2,2016 007200-1 r 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 Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the Iimitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is< insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site F A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the I quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the Iimitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perforin the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work asprovided in Article 13, whether Or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be fmal (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 1.0.06. l 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 I 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 SPECIFICATION DOCUMENTS Revision:FebniatyZ 2016 007200-1 GENERAL CONDITIONS ' Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to 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 10.01A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Not cation 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 SPECIFICATION DOCUMENTS Revision:Febnjwy2,2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be 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 be 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. b. 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. -1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay 2,2016 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cast of the Work A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, 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. F 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 SPECIFICATION DOCUMENTS Revision:February Z 2016 007200-1 GENERAL CONDITIONS Page 42 of 63 i 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. C. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may I be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feunmiy2,2016 007200-1 r GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0l.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 SPECIFICATION DOCUMENTS Revision:Febaimy2,2016 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the E 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 SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. b. 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febvary2,2016 007200-1 i GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts,the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or ' 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.0t.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or i 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; E 2) bonds and insurance; b. for costs incurred under Paragraph 11.0 LAA 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 ' 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkary 2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.5, and 11.0 LB; 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. i s 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 SPECIFICATION DOCUMENTS Revision:Febnkuy2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 a ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febivary2,2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 1 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. 13.0.4 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, i furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not -` give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORr WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy 2,2016 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work- A. orkA. 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 r or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: e 1. repair such defective land or areas; or 1 ' 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. j B. If Contractor does not promptly comply with the terms of City's written instructions, or in an l 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) 1 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. J CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrry 2,2016 j 007200-1 I GENERAL CONDITIONS Page 51 of 63 i C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work ? A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph I 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. 1 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 SPECIFICATION DOCUMENTS Revision:Febnkuy 2,2016 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 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; - J 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 SPECIFICATION DOCUMENTS Revision:Febmaiy 2,2016 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%). a 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 SPECIFICATION DOCUMENTS Revision:Felnuary2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final 1 Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febma,y2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. j14.08 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 SPECIFICATION DOCUMENTS Revision:Febma y 2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. 1 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 SPECIFICATION DOCUMENTS Revision:Febtuazy2,2016 007200-1 ` GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A, occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to _- perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the ' Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 t 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, Iosses 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 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 F 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; s 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to ' the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of ? which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy 2,2016 007200-I 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 SPECIFICATION DOCUMENTS Revision:Febniy2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy2,2016 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 SPECIFICATION DOCUMENTS Revision:FebnjaLy 2,2016 00 73 00-1 SUPPLEMENTARY CONDITIONS Page 1 of 8 I 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 I I 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 a 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. 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. 3 33 34 SC-4.01A.1.,"Availability of Lands" 35 a 36 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of the 37 Issued for Bid date: 38 39 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None. 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 proceeding with the Work, 45 notify City in writing associated with the differing easement line locations. 46 47 SC-4.01A.2,"Availability of Lands" CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 8 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 the Issued for Bid date: 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 SC-4.06A.,"Hazardous Environmental Conditions at Site" 17 18 The following are reports and drawings of existing hazardous environmental conditions known to the City: 19 20 None. 21 22 SC-5.03A.,"Certificates of Insurance" 23 24 The entities listed below are "additional insureds as their interest may appear"including their respective 25 officers,directors,agents and employees. 26 27 (1) City 28 (2) Consultant: CP&Y,Inc. 29 (3) Other: None 30 31 SC-5.04A.,"Contractor's Insurance" 32 33 The Iimits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 34 coverages for not less than the following amounts or greater where required by laws and regulations: 35 36 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 37 38 Statutory limits 39 Employer's liability 40 $100,000 each accident/occurrence - 41 $100,000 Disease-each employee 42 $500,000 Disease-policy limit 43 44 SC-5.04B.,"Contractor's Insurance" 45 46 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 47 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 48 minimum limits of- CITY OF FORT WORT14 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised January 22,2016 f 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 8 1 2 $1,000,000 each occurrence 3 $2,000,000 aggregate limit 4 5 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 6 General Aggregate Limits apply separately to each job site. 7 8 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 9 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 10 11 SC 5.04C.,"Contractor's Insurance" 12 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 13 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 14 15 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 16 defined as autos owned,hired and non-owned. 17 18 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 19 least: 20 21 $250,000 Bodily Injury per person/ 22 $500,000 Bodily Injury per accident/ 23 $100,000 Property Damage 24 25 SC-5.04D.,"Contractor's Insurance" 26 27 The Contractor's construction activities will require its employees,agents,subcontractors,equipment, and 28 material deliveries to cross railroad properties and tracks owned and operated by: 29 30 None. 31 32 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 33 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains i 34 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 35 Entry Agreement"with the particular railroad company or companies involved,and to this end the i 36 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 37 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 38 to the Contractor's use of private and/or construction access roads crossing said railroad company's 39 properties. 40 41 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 42 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 43 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 44 occupy,or touch railroad property: 45 } 46 (1) General Aggregate: 47 - 48 (2) Each Occurrence: 49 50 _Required for this Contract X Not required for this Contract 51 f 52 53 With respect to the above outlined insurance requirements,the following shall govern: 54 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 8 ti 1 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company,separate coverage may be required,each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a ` 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing,insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's Tight-of- 16 ight-of16 way, all such other work may be covered in a single policy for that railroad, even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has famished the City with an original policy or policies of the insurance 21 for each railroad company named,as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier 5 for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 37 Appendixes: ' 38 39 GC-6.07 Wage Rates 40 41 SC-6.09.,"Permits and Utilities" ' 42 43 SC-6.09A.,"Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 46 None. 47 48 SC-6.09B."City obtained permits and licenses" 49 The following are known permits and/or licenses required by the Contract to be acquired by the City: 50 51 None. 52 53 SC-6.09C."Outstanding permits and licenses" 54 CITY OF FORT WORT14 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 8 1 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of the Issued 2 for Bid date: 3 4 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None. 5 6 SC-6.24B.,"Title VI,Civil Rights Act of 1964 as amended" 7 8 During the performance of this Contract,the Contractor,for itself,its assignees and successors in interest 9 (hereinafter referred to as the"Contractor")agrees as follows: 10 11 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 12 nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter, 13 "DOT")Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, 14 (hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part 15 of this contract. 16 17 2. Nondiscrimination: The Contractor,with regard to the work performed by it during the contract,shall 18 not discriminate on the grounds of race,color,or national origin,in the selection and retention of 19 subcontractors,including procurements of materials and leases of equipment.The Contractor shall not 20 participate either directly or indirectly in the discrimination prohibited by 49 CFR,section 21.5 of the 21 Regulations,including employment practices when the contract covers a program set forth in 22 Appendix B of the Regulations. 23 24 3. Solicitations for Subcontractors,Including Procurements of Materials and Equipment:In all 25 solicitations either by competitive bidding or negotiation made by the contractor for work to be 26 performed under a subcontract,including procurements of materials or leases of equipment,each 27 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 28 under this contract and the Regulations relative to nondiscrimination on the grounds of race,color,or S 29 national origin. 30 31 4. Information and Reports: The Contractor shall provide all information and reports required by the 32 Regulations or directives issued pursuant thereto,and shall permit access to its books,records, 33 accounts, other sources of information and its facilities as may be determined by City or the Texas 34 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 35 and instructions.Where any information required of a contractor is in the exclusive possession of 36 another who fails or refuses to furnish this information the contractor shall so certify to the City,or the 37 Texas Department of Transportation,as appropriate,and shall set forth what efforts it has made to 38 obtain the information. 39 40 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 41 nondiscrimination provisions of this Contract,City shall impose such contract sanctions as it or the 42 Texas Department of Transportation may determine to be appropriate,including,but not limited to: 43 _ 44 a. withholding of payments to the Contractor under the Contract until the Contractor 45 complies,and/or 46 b. cancellation,termination or suspension of the Contract,in whole or in part. ti 47 48 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs(1)through 49 (6)in every subcontract,including procurements of materials and Ieases of equipment,unless exempt 50 by the Regulations,or directives issued pursuant thereto.The Contractor shall tape such action with CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised January 22,2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 8 1 respect to any subcontract or procurement as City or the Texas Department of Transportation may 2 direct as a means of enforcing such provisions including sanctions for non-compliance:Provided, 3 however,that,in the event a contractor becomes involved in,or is threatened with,litigation with a 4 subcontractor or supplier as a result of such direction,the contractor may request City to enter into 5 such litigation to protect the interests of City,and,in addition,the contractor may request the United 6 States to enter into such litigation to protect the interests of the United States. 7 8 Additional Title VI requirements can be found in the Appendix. 9 10 SC-7.02.,"Coordination" 11 12 The individuals or entities listed below have contracts with the City for the performance of other work at 13 the Site: 14 Vendor Scope of Work Coordination Author! 15 16 17 SC-8.01,"Communications to Contractor" 18 19 As identified in the contract drawings. 20 21 SC-9.01.,"City's Project Manager" 22 23 The City's Project Manager for this Contract is Dakota Shaw,or his/her successor pursuant to written 24 notification from the Director of Aviation. 25 26 SC-13.03C.,"Tests and Inspections" 27 28 None. 29 30 SC-16.01C.1,"Methods and Procedures" 31 i 32 None. 33 34 f END OF SECTION CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised January 22,2016 t 1 i 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 8 Revision Log ! DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. 1 1 t CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised January 22,2016 007300-8 SUPPLEMENTARY CONDITIONS Page 8 of 8 1 2 3 4 '6 7 8 9 10 11 Page intentionally left blank r s z yCITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 4 Revised January 22,2016 I ' 011100-1 SUMMARY OF WORK Page 1 of 4 1 SECTION 01 11 00 2 SUMMARY OF WORK i 3 PART1 - 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, s 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 i 01 11 00-2 SUMMARY OF WORK Page 2 of 4 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 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting R 30 from any act, omission,neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work,material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. l CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 011100-3 SUMMARY OF WORK t Page 3 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSIINFORMATIONAL 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] 6 110 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY ]NOT USED] i 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 14 r CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 i 011100-4 SUMMARY OF WORK Page 4 of 4 . 1 2 3 4 5 - 6 7 8 9 10 I 1 Page intentionally left blank i I CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 1 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES + 3 PARTI - GENERAL 4 1.1 SUMMARY 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 1 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 Forms 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 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 marred to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 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 SUBMITTALSANFORMATIONAL 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] .I 29 END OF SECTION 30 ] Revision Log j DATE NAME SUMMARY OF CHANGE i 31 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 i 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 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 ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm _Not recommended _Received late 41 Address By 42 Date 43 Date Remarks - 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 01 31 19-1 PRECONSTRUCTION MEETING Page I of 4 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 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. t 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 4 1 c. Other City representatives 2 f Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project I 1 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 It. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 I. 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 f£ Temporary construction facilities 1 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Lag DATE NAME SUMMARY OF CHANGE i 13 14 i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 17,2012 013119-4 PRECONSTRUCTION MEETING Page 4 of 4 1 2 3 4 5 6 8 9 10 11 Page intentionally left blank 4 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised August 17,2012 013120-1 PROTECT MEETINGS Page 1 of 4 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY r 5 A. Section Includes. 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 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. Coordination 21 1. Schedule,attend and administer as specified,periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City, Engineer or Contractor. { 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 4 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- I I needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 c. City's representatives 28 f Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems, conflicts 32 c. Items which impede construction schedule i 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date a 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 4 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 24 E CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013120-4 PROJECT MEETINGS Page 4 of 1 2 3 4 5 6 7 8 9 10 11 Page intentionally left blank 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 6 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 1 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 proj ects 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 i 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. -Baseline Schedule-Initial schedule submitted before work begins that will serve 38 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised duly 1,2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 6 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues, critical path items, etc 3 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 j 37 days per week,the amount of construction equipment, or any combination 1 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 5 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 6 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 determine 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 1 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 6 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 E. 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 temporary 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 format 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. i 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 i 39 City,no further progress schedules are required. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 6 1 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 L12 WARRANTY [NOT USED] i 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SLIMA ARY OF CHANGE 18 19 r ° i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013216-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 6 1 2 3 4 5 6 7 8 9 10 11 Page intentionally Ieft blank t a 4 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 4 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page]oft 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] F 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 t F CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 OI 3300-2 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 J 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I 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 1/2 inches x 11 inches to 8 '/2 inches x I linches. 38 2. Bind shop drawings and product data sheets together. y 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 c. Product Data/Shop Drawings/Samples/Calculations i 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 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 resubmittals 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/instaIlation(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 b. 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 I) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 1 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 01 3300-4 SUBMITTALS Page 4 of 8 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 r 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 WORT14 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of z 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. Permitting 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 famished 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 5. Submittals will be returned to the Contractor under l of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN"is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiLy Project No.101172 Revised December 20,2012 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; 11 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) Resubmittal is to be received by the City within 15 Calendar Days of 16 the 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. Resubmittals 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 1 40 a. City reserves the right to not review submittals deemed partial,at the City's f41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned 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 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 01 3300-7 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 filrther 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. f 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 Information(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. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] f 35 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 l 1 I CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 l1 013513-1 SPECIAL PROJECT PROCEDURES i Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. 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 Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division I —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by Iump sum. 29 b. Payment 30 1) The work performed and materials famished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 4 33 1) Mobilization 34 2) Inspection 35 3) Safety training - 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES t 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG)--Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground)shall be in accordance with 36 Health and Safety Code,Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boons or arm 42 b. Insulator Iinks on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 Of 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company i 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program t 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for a 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a-m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 28 with the National Weather Service,will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. i 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives,Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: f 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage,24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project,it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e.type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 1. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: ' 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 c. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 1 43 M. Employee Parking j 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 I 013513-6 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] 7 8 1.12 WARRANTY ]NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] l I END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.8—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752,High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit r 13 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 ti 0135 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> {{ 33 -J 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised December 20,2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 i 1 EXHIBIT B 2 FORT WORTH nom: DON 140.11 xxx 1"Jea 11 : 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 i i l 3 4 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 1 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 I SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - 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 j 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered i 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION s 29 Revision Log DATE NAME SUMMARY OF CHANGE l� 1 30 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July I,2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Pagel of4 i 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings ! 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 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 J 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 f 35 performed and for specified tests of piping,equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 015000-2 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 Ievel 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 015000-3 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 SUBMITTALSIINFORMATIONAL 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] i 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] I [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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 l: 1' 015000-4 TEMPORARY FACILITIES AND CONTROLS j Page 4 of 4 1 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] I' 6 END OF SECTION 1, l Revision Log DATE NAME SUMMARY OF CHANGE i 8 1 i' 1' l CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 i 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 4 1 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] t 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] J 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 4 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 3 i J 1 CI'T'Y OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised duly 1,2011 01 5526-4 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 4 of 4 1 j 2 r 3 4 5 6 8 9 10 I I Page intentionally left blank i 1 f i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 4 I SECTION 0157 13 c 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 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 Iimited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the I 1 Contract 12 2. Division 1 —General Requirements 13 3. Section 3125 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 I 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 3125 00, 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the Iatest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF PORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 015713-2 STORM WATER POLLUTION PREVENTION + Page 2 of 4 y 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 3125 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 i 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 3125 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 NOI 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 3125 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. J 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 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, Environmental Division for review CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 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 SUBMITTALSANFORMATIONAL 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] I I PART 2- PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Lag DATE NAME SUACAARY OF CHANGE 15 16 a J i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 0157 13-4 STORM WATER POLLUTION PREVENTION Page 4 of 1 2 3 4 f 5 I 6 7 8 4 9 10 11 Page intentionally left blank i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 1 015813-I TEMPORARY PROJECT SIGNAGE Page I of 4 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 3 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 REQUIREMENT'S [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL 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] 1 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 5 0158 13-2 "TEMPORARY PROJECT SIGNAGE Page 2 of 4 s 1 B. Materials 2 1. Sign 3 a. Constructed of 3/-inch fir plywood,grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General ' 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts s 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED1 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] i 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 1 26 3.1.3 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF,FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 01 58 13, 3 TEMPORARY PROJECT SIGNAGE Page 3 of 4 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 3 i _1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 i 015813-4 TEMPORARY PROJECT SIGNAGE Page 4 of 4 1 2 3 4 5 6 7 8 9 10 I Page intentionally Ieft blank d J i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 t Revised July 1,2011 1 01 6000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 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 1.3 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. Resources102 - Construction DocumentslStandard 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 013 3 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 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 r 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND IIANDLING [NOT USED] 2 1.11 FIELD [SITE] 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 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List g I i f 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.101172 Revised December 20,2012 0166 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS i Page i of 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - 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 SUBMITTALSIINFORMATIONAL 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. 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 016600-2 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, t 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. 4 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 j 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's f 38 Project Representative. 1 i CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 01 6600-3 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 1 RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD Iox] 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. j 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 Or FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCT INTENTS City Project No.101172 Revised July 1,2011 r 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 r S CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Mobilization and Demobilization 8 a. Mobilization 9 1) Transportation of Contractor's personnel, equipment, and operating supplies 10 to the Site 11 2) Establishment of necessary general facilities for the Contractor's operation 12 at the Site 13 3) Premiums paid for performance and payment bonds 14 4) Transportation of Contractor's personnel, equipment, and operating supplies 15 to another location within the designated Site 16 5) Relocation of necessary general facilities for the Contractor's operation 17 from 1 location to another location on the Site. 18 b. Demobilization 19 1) Transportation of Contractor's personnel, equipment, and operating supplies 20 away from the Site including disassembly 21 2) Site Clean-up 22 3) Removal of all buildings and/or other facilities assembled at the Site for this 23 Contract 24 c. Mobilization and Demobilization do not include activities for specific items of 25 work that are for which payment is provided elsewhere in the contract. 26 2. Remobilization 27 a. Remobilization for Suspension of Work specifically required in the Contract 28 Documents or as required by City includes: 29 1) Demobilization 30 a) Transportation of Contractor's personnel, equipment, and operating 31 supplies from the Site including disassembly or temporarily securing 32 equipment, supplies, and other facilities as designated by the Contract 33 Documents necessary to suspend the Work. 34 b) Site Clean-up as designated in the Contract Documents 35 2) Remobilization 36 a) Transportation of Contractor's personnel, equipment,and operating 37 supplies to the Site necessary to resume the Work. 38 b) Establishment of necessary general facilities for the Contractor's 39 operation at the Site necessary to resume the Work. 40 3) No Payments will be made for: 41 a) Mobilization and Demobilization from one location to another on the 42 Site in the normal progress of performing the Work. 43 b) Stand-by or idle time 44 c) Lost profits CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised November 22,2016 017000-2 MOBILIZATION AND REMOBILIZATiON Page 2 of 4 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 1. Mobilization and Demobilization 31 a. Measure 32 1) Measurement for this Item shall be as lump sum. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 will be paid for at the unit price in accordance with Contract Documents. 36 2. Remobilization for suspension of Work as specifically required in the Contract 37 Documents 38 a. Measurement 39 1) Measurement for this Item shall be per each remobilization performed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item = ' 42 and measured as provided under"Measurement"will be paid for at the unit 43 price per each"Specified Remobilization"in accordance with Contract 44 Documents. 45 c. The price shall include: 46 1) Demobilization as described in Section 1.LA.2.a.1) CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRICTION SPECIFICATION DOCJMENTS City Project No. 101172 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 2) Remobilization as described in Section I.1.A.2.a.2) 2 d. No payments will be made for standby, idle time, or lost profits associated this 3 Item. 4 3. Remobilization for suspension of Work as required by City 5 a. Measurement and Payment 6 1) This shall be submitted as a Contract Claim in accordance with Article 10 7 of Section 00 72 00. 8 2) No payments will be made for standby, idle time, or lost profits associated 9 with this Item. 10 4. Mobilizations and Demobilizations for Miscellaneous Projects 1I a. Measurement 12 1) Measurement for this Item shall be for each Mobilization and 13 Demobilization required by the Contract Documents 14 b. Payment 15 1) The Work performed and materials furnished in accordance with this Item 16 and measured as provided under"Measurement"will be paid for at the unit 17 price per each"Work Order Mobilization"in accordance with Contract 18 Documents. Demobilization shall be considered subsidiary to mobilization 19 and shall not be paid for separately. 20 c. The price shall include: 21 1) Mobilization as described in Section I.I.A-3.a.1) 22 2) Demobilization as described in Section I.1.A.3.a.2) 23 d. No payments will be made for standby, idle time, or lost profits associated this I 24 Item. 25 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 26 a. Measurement 27 1) Measurement for this Item shall be for each Mobilization and 28 Demobilization required by the Contract Documents 29 b. Payment 30 1) The Work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price per each"Work Order Emergency Mobilization"in accordance with 33 Contract Documents. Demobilization shall be considered subsidiary to 34 mobilization and shall not be paid for separately. 35 c. The price shall include 36 1) Mobilization as described in Section 1.1.A.4.a) 37 2) Demobilization as described in Section 1.1.A.3.a.2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 1.3 REFERENCES [NOT USED] 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS [NOT USED] 43 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 44 1.7 CLOSEOUT SUBMITTALS [NOT USED] 45 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 f 1 19 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] j 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF C14ANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 9 i CITY OF FORT WORTH Rehabilitate Airfield Shoulders 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised November 22,2016 FORT WORTH.0 1 Section 0171 23.01 Attachment A Survey Stacking Standards February 2017 i J Page 1 of 22 } These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http:/Zonlinemanuals.txdot.goy/txdotmanuals/es$less.pd ) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II, Construction Colors Ill. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking Vlf. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey a i Page 2 of 22 L Survey► Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. t Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS ' POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER ' III. Standard Staking Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub (2"x2" min.square preferred) 6"tall Pin Flags (2.5"x 3.5" preferred) 21" long JGuard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. IL Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer, storm drain,final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, `X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O i C. Geoid model used, Example: GEOID12A Page 4 of 22 i E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Protected Coordinate System: NAD-1983—StatePlane—Texas—North—Central—FIPS-4202—Feet Projection: Lambert—Conformal—Conic Fa I se_E a st i ng: 19 68500.00000000 False—Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude—Of—Origin: 31.66666667 Linear Unit: Foot—US t Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian: Greenwich r Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below I F. Preferred Deliverable Format Axt csv dwg job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) N. Preferred File Naming Convention This is the preferred format: City Project Number Description—Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234—As-built of Water on Main Street Project Specific Datum.csv Page 5 of 22 Example Control Stakes 2-10 1016 EL.= 100.0o° L ..-G-,..�., Lj LLJ CE LO Lj L-Li � Ltd z D m 0 0 I Q,: 0 _J CP #1 N=5000.00 E=5000.00 f Page 6 of 22 V. Water Staking Standards A. Centerline Staking—Straight line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required Ill. Grade is to top of pipe (T/P)for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16"and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Page 7 of 22 Example !Mater Stakes 4� z 5 7` Q/s W/ LL � 4 0 < 7' =U/S �-=W/L ,!.w STA=1+72.el -C-3-al U9 u 1 � roar — 101.10 6 5� I .- tD ppcc LL L UA 3 r3 a i 5 m � � � STAB-Op� � 0.-3.78 - NeLIJ - � : Ln yLd S,5 Page 8 of 22 A. Sanitary Sewer Staking A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required Ill. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted Vll. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or huh set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes 1. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans 4 Page 9 of 22 Example Sanitary Sewer Stakes C) STA=43*741 �O IC-49L C-4U �'3-0" LLI V) +1:)O/5 ss STA-3F:1C-3- C-3 W L: 7 013 q ss c LL- 'K A (n;d CL u yfa 75 M t A Flat! 6 6 Vh sok � 1 0 2 O/S q SE C-su -,i. c fo �3 4c ,RO Page 10 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200' on even stations 11. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break 1V. Cut sheets are required on all staking Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval 11. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets 1. Staking distances should be measured from end of wing ll. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00' total length IV. Standard double 10' inlet=26.67'total length V. Recessed double 10' inlet= 30.67'total length D. Storm Drain Manholes 1. 2 offset stakes per manhole for the purpose of providing alignment to the contractor 11. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans E 4 Page 11 of 22 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING (SIDE FACING ) C 110 FLAGGINQ RIFO HIRED 0 IN LIEU OF PINK ',AI TE-D LATH � 3, ��}} m rt 1 A z r BACK z BACK (gnE FAaMr a.nnv.) DoE F.�Nc A.aw.} DEN71F1ES 1'a�ll(�[ M IDENTIFIES VAiICH PONT IF I � ' IEND OF THE MHO PCIINT} ' � ENR OF THE YANG BEING STAKED BEING STAKED HIM EQ..mnrm INLET STATION HIM ELEwx-num o i' (IF WMD ON PLANS) I IGERITIFI s n8AC T TO TOP CIF CURB Tom. 0 O IDENTIFIES GRADE FL TO FLOYA.JNE C7 {7 4 DISTANCES_FOR-INLEM STANDARD YD' - 16' RECESSED 11Y - 24' STANDARD DOUBLE 10' : 28.87 _ F3ECESSEd ddJBLE id" 3f}.$Y —— I _....V. HUB 4MTFI TACK f ————————————.—..—.._.............._.....,................—.^— I I BALK Or INLET rI rn { �i bi }AARHOLE .. �I oI .• I BACK OF CURBWK OF CURB ————--———_ ;PANG" .'�j't. `e.� _ - - .�' `fe " '•4/INCr`+•;';"i �...--.^-.............-..,—— FL4ALINE FACE€3F INLET FACE OFINLETFLOWUNR ti J --------- EDGE OF PAVEk4ENT EDGE OF PAVEIAENT EDGE OF PAVEMENT EDGE Or PAVEMENT s Page 12 of 22 VIII. Curb and (nutter Staking A. Centerline Staking--Straight Line Tangents V. 1 offset stake every 50'on even stations VI. Grades are to top of curb unless otherwise shown on plans Vii. Stakes at every grade break VIII. Cut sheets are required on all staking Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted Example Curb & Gutter Stakes FRONT (SIDE FACING �] I' o FRONT IwErvnFls Ia31� FRONT {SDE FACING¢ PONT OFla c; FRONT r GENT SIDE FACING EDENTATES START I xy PONT EF OURY.UIgL PC ' (SDE FACING q} !BC w JPT i3 BACK �' I[fET3i7Fl� (3FF�E1'13 To � o 'T/b � (SIDE FACING R.4,w.) / �F&CE OFC UM rT 0 y * z III E PC(NT # 4 i9J7C III I N ICENTIF7E5 fiyhCE IS _— b III I 7X TD TOP OF CURB a Ill I Ffa CRFl,E ON HIB ELEYAWN o RRNE45 Pillars r — 1 . dot t �z TOP OF CURB } BACK OF CURB FACE OF CURB I� �I �'' o � L ---� - FLO AAI NE EDGE OF PAVEMENT Page 13 of 22 Example Curb & Gutter Stakes at Intersection U- ry LL lZ Erb=M MOVEI r r3 iL (RIM jo MY0 ea T. b 6w Page 14 of 22 f IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name li. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANTICONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED _ CUT + FILL -LTI+RT GRADE ELEV. i r t Page 15 of 22 F X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) S Inverts of pipes Turbo Meters _a 5 Page 16 of 22 e B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. � 9ZfJL-Y 'a'1IY610.'�9P/4 RdC vM aJ31Yk,d�'�i-1fShl IC4�1AY]31H3n3a�137+N3M35 RpdiN15-[NM tl3NM !4�p -�--- .-- -_ – -=_-ore_• -- =T -= tHE Z. _j41 ' _------------ jil �r" s-. ip x _ y♦ '-j ISIS Ad Page 17 of 22 A -W W E iW.MVTDV RDA SPA O ffM-W WL&ZjWf7 Lwv 5TAO•4rD'J•-wWL ffzmo w REAfME i SAV",FXV, �AWX pt�SYPWAM WE ME&.REINA'A L MW&T TO Mr.rWJMW 1'X ISTZE IMAtlr 1.1Z$DW SAEW STAG -ii°WL 1•d8'4y ` h12 X 8REQ1f R _ y` 7r5TiYtx J 1.12 f� 0E k1 t 1 vkTi7 REND SPA POa75-b iVL 967Psf92 c_z5wRff54 -WO #rx ffA4vM TEE AV #W&Te V*_ rrue—+ as y HLF i?l&4WP L 40~lmJ�ZWE VAWCu Ll BV 6 r' g� asz � tr REWVA:`FXPS7: � � RDA ffWA1 / d / TSA!-2 _ �c3 �Vj w yo' {•� � �- +�—mss+. –v.{ — �� �.. ♦1, V �a I b -•�. ',;,� LjKwIEkSOLYACE , tr4. aliri i Fi'LRT,�L'v'�E V"Tr w*� SEE SHE SPA Mm-- ' lWAh 1!r#J•v (#.MAE1 w�r ear aw cps .n y � H•G�f3"07'TilR9d r–Qo--�rr "'•a• E �I5397,E ..•rro�••y -12P Wl(Ftwn OW SrA -5D"'L' SPA.ofit M—M "ACL- A-&-"MD SLEEVE 1-2 F04Fv&v.am N 1F OF JrWATEn PIPE X 6�4IUa�sauC'I X" QWxECT TO EXISF.IrwffER E�256705?1J1J E. xres�r� 1 Page 18 of 22 9Z61L-X '-�f q R K 1' OEM off iD.-M1d An�d-Hsx im-6xu NR71um3wj.'361 AWJJWS 08V 6r3.ty r rl DV kq „ a. --- -- -..... ---'-- ..... ' .. _ � purr ss• rls �xr��astvW � '-����' �.-�'' ��a�i�� -�'� "�+ii��� 7-7 E ! .a .F- i ii r tl l °a M. E! II k i 14 7 JE L V a 7 r ..:.:.:. z 4 - . J I"�Tt 1* M a 4 6 'I TI 66 I t MOHR v' .. ......... Page 19 of 22 n r � • i i • I I'�aa � in I ti W YI 4 f \ III Jf YJ J JI"f.f •J ..J U-nen,nn. .���—�.�.-r.a__.—�.._���...�r_��e.....+...u�� ....�^P err.rrrr�..r..u....«........�..�.�....���� ......�...-s�.�..�..... C3��.^'a......�•«.W.a""R'a�' ��IIG���.� �4i;.. .^..�� .^��-^�`�_.-.y�G"ty��� - �- a� _ .....,....... - ..- _..^mac, . ,. - ^^-'' =mss "x.;.:� � ^ 20 M�-sem.. Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING CASTING EIEV, UESCRIPTION 1 6946257.189 22945079.165 726.09 55MH RIM �� g 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM 4 6`K6220.582 2296011.€325 723.358 SSMN RIM 5 6946195.23 2296015.116 722.123 GV RIM +1'- 6 6946190.528 2296022.721 722.325 FH ` 7 6946136.012 2295992.115 719.448 WM RIM ` 8 6946002.267 2295919.133 713.331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM 10 0945934.677 2795880.52 711.662 SSMN RIM 11 6945986,473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 70712 WM RIM �pp 13 6945896.591 2295862.188 708.2115 Who RIM .ti 14 b945934.28b 2295841.9.25 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM 16 6945835.678 2295799.707 707374 SSMN RIM 1 17 6945817.488 2295827.011 708.392 SSMN RIM 18 6945759.776 2295758.643 711.218 SSMN RIM .19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 229S7S4.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 0 24 69455@3 nm 229573C.03 314 j37 rn Rim � 25 6945571.059 2295855.195 727-514 SSMN RIM C 26 6945539.498 2295667.803 729.123 WM RIM 1 27 6945519.834 2295619.49 732.689 WIA RIM 28 6945417.879 2295580.27 Ml 521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM ` 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM �I ._ 32 6945383.53 2295610-559 740-408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295.539.728 746,777 CO RIM 35 6945242,289 2296570-715 748.454 WM RIM 36 69452.33-624 2295544.626 749.59 SSMH RIM t 37 6945206.483 2295529.305 75L058 WM RIM . 38 6945142.015 2295557.666 750.853 FNM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 5SMH RIM 41 6945041.024 2295552.675 751.79 WM RIM 42 6945038.878 2295552,147 751.88 WM RIM 43 6945006,397 2295518.135 732.615 WM RIM 1 44 6944944.782 2295520.635 752.801 WM RIM � 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.41.6 2295534.397 752.986 SSM" As 54-fryai y Page 21 of 22 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. t. . pp I, F. Ar a z �a L LLL r - r a u Page 22 of 22 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 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. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement,maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment } 33 1) The work performed and the materials furnished in accordance with this 1 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. J 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 ' 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth---Construction Staking Standards(available on City's Buzzsaw 27 website)—0171 23.16.01—Attachment A—Survey Staking Standards 28 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS),Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. J 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Rehabilitate Airfield Shoulders S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of S 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets" conforming to the standard template provided by the City 4 (refer to 017123.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Subunit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed rcdline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment.Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General - 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including,but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF TORT 4VORTII Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised February 14,2018 r 01 7123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to famish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City,if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City)of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater Not Applicable CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults(All sizes) 10 d) Fire hydrants 11 e) Valves(gate,butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2- PRODUCTS 29 A. A construction survey will produce,but will not be limited to: 30 1. Recovery of relevant control points,points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors,grade beams,parking 35 areas,utilities, streets,highways,tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. ' 37 c. A drawing, when required by the client,indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all = 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised February 14,2018 017123-6 CONSTRICTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked Iocation of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 1 I based on generalities and,under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs,gutters,parking areas,drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas,water,telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and i 40 checked by closing to a different bench mark on the same datum. 3 41 3. Construction survey field work shall correspond to the client's plans. Irregularities i 42 or conflicts found shall be reported promptly to the City. a 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD [on] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3`a party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] i 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017123-8 CONSTRUCTION STAKING AND SURVEY { Page 8 of8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC i 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format ! I t t i Y( i 1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised February 14,2018 017423-1 CLEANING Page 1 of 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. i 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL 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] a 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 2 L12 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 t 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 S. 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 PORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No.101172 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the stone. 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. 1 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July t,2011 01 7423-4 CLEANING Page 4 of 4 J 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 i 1 I CrFY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 a 01 7719-1 CLOSEOUT REQUIREMENTS Page I of 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 1 t CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 4 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 0178 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. i 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 1 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS i Page 3 of 4 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 £ 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 Revision Log i DATE NAME SUMMARY OF CHANGE 1 29 1 30 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 017719-4 CLOSEOUT REQUIREMENTS Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 Page intentionally left blank J k CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of i 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA a 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 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. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 %2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,101172 Revised December 20,2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 6 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce Iarger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 £ Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each ' 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams _ 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 Ol 7823-3 OPERATION AND MAINTENANCE DATA I Page 3 of 6 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions A 33 3) Sumner and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 £ Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of 6 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 c. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 £ Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 6 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.I—title of section removed g 9 1 x F CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 017823-6 OPERATION AND MAINTENANCE DATA Page 6 of 6 . 1 2 3 4 S 6 7 Page intentionally left blank CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised December 20,2012 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 r 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] 7 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and ' 33 other Documents where such entry is required to show the change properly. 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 017939-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum,in accordance with the intervals set forth in Section 0I 7123, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Malting entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible penciI), 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 Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101172 Revised July 1,2011 017839-4 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 set of 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 Revision Log DATE NAME SUMMARY OF CHANGE 4 26 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 ITEM G-200 CONSTRUCTION BARRICADES AND TRAFFIC CONTROL DESCRIPTION 200-1.1 This Item provides for furnishing, placement, maintenance, relocation, and removal of items needed for traffic control within the Air Operations Area (AOA). These include, but are not limited to, mobile lighted closed runway markers, lighted barricades, taxiway closure markers, and controlled area flags as required by the Plans and the Engineer to provide for the safety of the public and Contractor personnel. This Item shall also provide for furnishing, placement, maintenance, relocation, and removal of items needed for vehicle traffic control. These include, but are not limited to, signage and striping, cones, flag persons, and any additional traffic control devices in accordance with the U.S. Department of Transportation's Federal Highway Administration Manual on Uniform Traffic Control Devices, as indicated on the Plans, or as directed by the Engineer to provide for the safety of the public and Contractor personnel. MATERIALS 200-2.1 TEMPORARY RUNWAY CLOSURE MARKERS. Mobile lighted closed runway markers shall be in accordance with the Plans. 200-2.2 BARRICADES WITHIN THE AOA. Barricades shall be produced by the identified manufacturers indicated in the Plans or an approved equal meeting the requirements of Federal Aviation Administration Advisory Circular 15015370-2F. 200-2.3 LIGHTS FOR BARRICADES. Lights shall be provided and attached to barricades used within the AOA. Each barricade shall have two lights, one at each end. The lights shall be red, solar powered, and will be flashing or continuous burning as shown on the Plans or as directed by the Engineer. 200-2.4 TEMPORARY TAXIWAY CLOSURE MARKINGS. Materials for taxiway closure markings shall be in accordance with the Plans. 200-2.5 CONTROLLED AREA FLAGS. Controlled area flags shall consist of a 36-inch long, 2- inch by 2-inch wood post or 2-inch diameter PVC pipe; and two, 6-inch by 6-inch, rigid colored squares. The two squares shall be fixed on opposite sides of the post or pipe. The proposed configuration shall be submitted for approved by the Engineer. The color of the squares shall be in accordance with the area being defined. Red flags delineate the limits of a runway safety area. Yellow flags delineate the limits of a taxiway object free area or navigational aid critical area. 200-2.6 VEHICLE TRAFFIC CONTROL. Items for vehicle traffic control shall be constructed of materials in accordance with the details shown on the Plans or in accordance with the U.S. Department of Transportation's Federal Highway Administration Manual on Uniform Traffic Control Devices, current edition. 1 G-200-1 CONSTRUCTION METHODS 200-3.1 BARRICADES WITHIN THE AOA. A. Placement.Placement of barricades shall be in accordance with the plans as approved by the Engineer or to the extent directed by the Engineer. Barricades shall be in place prior to commencing construction operations in the impacted area. The barricades shall be secured in accordance with the details shown on the Plans or as recommended by the manufacturer and approved by the Engineer. It shall be the Contractor's responsibility to secure barricades in non-pavement areas in a stable manner. If the Contractor fails to place barricades and lights as required or directed, it shall be cause for the suspension of work until the placement of the barricades and lights has been fulfilled to the satisfaction of the Engineer. B. Maintenance. Barricade Iights shall be operative at all times. It shall be the Contractor's responsibility to immediately repair or replace any light that is not operating. If the Contractor fails to maintain the barricades and lights, it shall be cause for the suspension of work until the proper maintenance of the barricades and lights has been fulfilled to the satisfaction of the Engineer. C. Relocation. Barricades shall be relocated as required to accommodate progress of the work or as directed by the Engineer. D. Removal. When barricades are removed for relocation or are removed from the site, any holes in the pavement shall be filled with epoxy grout and finished flush with the existing pavement. 200-3.2 RUNWAY CLOSURE MARKERS. Install, maintain, and relocate mobile lighted closed runway markers in accordance with the Plans and as required to sequence the construction. The mobile closed runway markers shall be in place prior to construction in the associated area. 200-3.3 TAXIWAY CLOSURE MARKINGS. Install, maintain, and relocate taxiway closure markings in accordance with the Plans and as required to sequence the construction. The taxiway closure markings shall be in place prior to construction in the associated area. 200-3.4 CONTROLLED AREA FLAGS. Controlled area flags delineate the non-pavement boundaries between contractor areas and operational aircraft areas and/or navigational aid critical areas to preclude intrusion by contractor personnel. The flags shall be placed at the boundary between the Contractor's work area and any operational aircraft area and/or navigational aid critical area. Spacing of the flags shall be a maximum of 50-feet. The controlled area flags shall be in place prior to construction in the associated area. .200-3.5 VEHICLE TRAFFIC CONTROL. Items for the control of vehicle traffic shall be placed in accordance with the U.S. Department of Transportation's Federal Highway Administration Manual on Uniform Traffic Control Devices, current edition, at locations shown on the Plans, or as directed by the Engineer. G-200-2 F 200-3.6 VEHICLE TRAFFIC CONTROL PLAN. The Contractor shall develop a vehicle traffic control plan for the work based on the Contractor's specific construction sequencing. The pian shall be submitted to the Engineer for approval. 200-3.7 OWNERSHIP. All traffic control items shall remain the property of the Contractor. METHOD OF MEASUREMENT 200-4.1 The furnishing, installation, maintenance, relocation, and removal of lighted barricades, mobile lighted temporary runway closure markers, temporary taxiway closure markings, and vehicle traffic control shall be measured separately as a lump sum for each item. The furnishing, installation, maintenance, relocation, and removal of controlled area flags shall not be measured, but will be subsidiary to this Item. BASIS OF PAYMENT 200-5.1 Payment will be made at the contract lump sum price for each item, prorated on a daily basis, in accordance with the Contractor's approved schedule for item usage. The price shall be full compensation for all labor, equipment, materials, and incidentals associated with the furnishing, installation, maintenance,relocation, and removal of lighted barricades, lighted temporary runway closure markers,temporary taxiway closure markings,and vehicle traffic control. Payment will be made under: Item G-200-5.1 Low Profile Lighted Barricades—per linear foot END OF ITEM G-200 I G-200-3 Intentionally Left Blank 5 1 G-200-4 7/21/2014 AC 150/5370-IOG ITEM P-101 SURFACE PREPARATION DESCRIPTION 101-1.1 This item shall consist of preparation of existing pavement surfaces for overlay, surface treatments, removal of existing pavement, and other miscellaneous items. The work shall be accomplished in accordance with these specifications and the applicable drawings. EQUIPMENT 101-2.1 All equipment shall be specified here and in the following paragraphs or approved by the Engineer. The equipment shall not cause damage to the pavement to remain in place. CONSTRUCTION 1013.1 REMOVAL OF EXISTING PAVEMENT. a. Concrete pavement. The existing concrete pavement to be removed shall be freed from the pavement to remain by sawing through the complete depth of the slab one foot (30 cm) inside : the perimeter of the final removal limits or outside the dowels, whichever is greater when the limits of removal are located on the joints. The pavement between the perimeter of the pavement removal and the saw cut shall be carefully broken up and removed using hand-held jackhammers,weighing 30 pounds(14 kg) or less, or other light-duty equipment which will not cause distress in the pavement which is to remain in place. The Contractor shall have the option of sawing through the dowels at the joint, removing the pavement and installing new dowels. Where the perimeter of the removal Iimits is not located on the joint and there are no dowels present, then the perimeter shall be saw cut the full depth of the pavement. The pavement inside the saw out shall be removed by methods suitable to the Engineer which will not cause distress in the pavement which is to remain in place. If the material is to be wasted on the airport site, it shall be reduced to a maximum size designated by the Engineer. The Contractor's removal operation shall not cause damage to cables,utility ducts, pipelines, or drainage structures under the pavement. Concrete slabs that are damaged by under breaking shall be removed. Any damage shall be repaired at the Contractor's expense. b. Asphalt concrete pavement. Asphalt concrete pavement to be removed shall be cut to the full depth of the bituminous material around the perimeter of the area to be removed. The pavement + shall be removed so the joint for each layer of pavement replacement is offset 1 foot (30 cm) s from the joint in the preceding layer. This does not apply if the removed pavement is to be replaced with concrete or soil. If the material is to be wasted on the airport site, it shall be broken to a maximum size of 6 inches (150 mm). 101-3.2 PREPARATION OF JOINTS AND CRACKS. Remove all vegetation and debris from cracks to a minimum depth of 1 inch (25 mm). If extensive vegetation exists treat the specific area with a concentrated solution of a water-based herbicide approved by the Engineer. Fill all cracks, ignoring hairline cracks (< 114 inch (6 mm)wide)with a crack sealant per ASTM D6690. Wider cracks (over 1-1/2 inch wide (38 mm)), along with soft or sunken spots, indicate Item P-101 Surface Preparation 1 of 6 AC 150/5370-1OG 7/21/2014 that the pavement or the pavement base should be repaired or replaced as stated below. Any excess joint or crack sealer on the surface of the pavement shall also be removed from the pavement surface. q Cracks and joints may be filled with a mixture of emulsified asphalt and aggregate. The aggregate shall consist of limestone, volcanic ash, sand, or other material that will cure to form a hard substance. The combined gradation shall be as shown in the following table. Gradation Sieve Size Percent Passing " No. 4 100 •,� No. 8 90-100 �1 No. 16 65-90 No. 30 40-60 No. 50 25-42 No. 100 15-30 11 No. 200 10-20 Up to 3% cement can be added to accelerate the set time. The mixture shall not contain more than 20% natural sand without approval in writing from the Engineer. ,i The proportions of asphalt emulsion and aggregate shall be determined in the field and may be varied to facilitate construction requirements. Normally, these proportions will be approximately one part asphalt emulsion to five parts aggregate by volume. The material shall be poured or placed into the joints or cracks and compacted to form a voidless mass. The joint or crack shall be filled within 0 to 1/8 inches (0- 3 mm) of the surface. Any material spilled outside the width of the joint shall be removed from the pavement surface prior to constructing the overlay. Where concrete overlays are to be constructed, only the excess joint material on the pavement surface and vegetation in the joints need to be removed. 101-3.3 REMOVAL OF PAINT AND RUBBER. �j All paint and rubber over 1 foot (30 cm) wide that will affect the bond of the new overlay shall be i4 removed from the surface of the existing pavement. Chemicals, high-pressure water, heater scarifier (asphaltic concrete only), cold milling, or sandblasting may be used. Any methods used shall not cause major damage to the pavement. Major damage is defined as changing the properties of the pavement or Us removing pavement over 1/8 inch (3 mm) deep. If chemicals are used, they shall comply with the state's environmental protection regulations. No material shall be deposited on the runway shoulders. All wastes shall be disposed of in areas indicated in this specification or shown on the plans. 101-3.4 CONCRETE SPALL OR FAILED ASPHALTIC CONCRETE PAVEMENT REPAIR. a. Repair of concrete spalls in areas to be overlaid with asphalt. The Contractors shall repair all spalled concrete as shown on the plans or as directed by the Engineer. The perimeter of the repair shall be saw cut a minimum of 2 inches (50 mm) outside the affected area and 2 inches (50 mm) deep. The deteriorated material shall be removed to a depth where the existing [I� material is firm or cannot be easily removed with a geologist pick. The removed area shall be filled with asphaltic concrete with a minimum Marshall stability of 1,200 lbs (544 kg) and maximum flow of 20 (units of 0.01 in). The material shall be compacted with equipment approved by the Engineer until the material is dense and no movement or marks are visible. The material shall not be placed in lifts over 4 inches (100 mm) in depth. This method of repair applies only to pavement to be overlaid. .d 2 of 6 item P-101 Surface Preparation AC 150/5370-1OG 7/21/2014 that the pavement or the pavement base should be repaired or replaced as stated below. Any excess joint or crack sealer on the surface of the pavement shall also be removed from the pavement surface. Cracks and joints may be filled with a mixture of emulsified asphalt and aggregate. The aggregate shall consist of limestone, volcanic ash, sand, or other material that will cure to form a hard substance. The combined gradation shall be as shown in the following table. Gradation Sieve Size Percent Passing No. 4 100 No. 8 90-100 No. 16 65-90 No. 30 40-60 No. 50 25-42 No. 100 15-30 No. 200 10-20 Up to 3% cement can be added to accelerate the set time. The mixture shall not contain more than 20% natural sand without approval in writing from the Engineer. The proportions of asphalt emulsion and aggregate shall be determined in the field and may be varied to facilitate construction requirements. Normally, these proportions will be approximately one part asphalt emulsion to five parts aggregate by volume. The material shall be poured or placed into the joints or cracks and compacted to form a voidless mass. The joint or crack shall be filled within 0 to 1/8 inches (0- 3 mm) of the surface. Any material spilled outside the width of the joint shall be removed from the pavement surface prior to constructing the overlay. Where concrete overlays are to be constructed, only the excess joint material on the pavement surface and vegetation in the joints need to be removed. 101-3.3 REMOVAL OF PAINT AND RUBBER. All paint and rubber over 1 foot (30 cm) wide that will affect the bond of the new overlay shall be removed from the surface of the existing pavement. Chemicals, high-pressure water, heater scarifier (asphaltic concrete only), cold milling, or sandblasting may be used. Any methods used shall not cause major damage to the pavement. Major damage is defined as changing the properties of the pavement or removing pavement over 1/8 inch (3 mm) deep. If chemicals are used, they shall comply with the state's environmental protection regulations.No material shall be deposited on the runway shoulders. All wastes shall be disposed of in areas indicated in this specification or shown on the plans. 101-3.4 CONCRETE SPALL OR FAILED ASPHALTIC CONCRETE PAVEMENT REPAIR. t a. Repair of concrete spalls in areas to be overlaid with asphalt. The Contractors shall repair all spalled concrete as shown on the plans or as directed by the Engineer. The perimeter of the repair shall be saw cut a minimum of 2 inches (50 mm) outside the affected area and 2 inches (50 mm) deep. The deteriorated material shall be removed to a depth where the existing material is firm or cannot be easily removed with a geologist pick. The removed area shall be filled with asphaltic concrete with a minimum Marshall stability of 1,200 lbs (544 kg) and maximum flow of 20 (units of 0.01 in). The material shall be compacted with equipment approved by the Engineer until the material is dense and no movement or marks are visible. The material shall not be placed in lifts over 4 inches (100 mm) in depth. This method of repair applies only to pavement to be overlaid. 2 of 6 Item P-101 Surface Preparation 7/21/2014 AC 150/5370-10G b. Asphaltic concrete pavement repair. The failed areas shall be removed as specified in paragraph 101-3.1b. All failed material including surface, base course, subbase course, and subgrade shall be removed. The base course and subbase shall be replaced if it has been infiltrated with clay, silt, or other material affecting the load-bearing capacity. Materials and methods of construction shall comply with the other applicable sections of this specification. 101-3.5 COLD MILLING. Milling shall be performed with a power-operated milling machine or grinder, capable of producing a finished surface that provides a good bond to the new overlay. The milling machine or grinder shall operate without tearing or gouging the under laying surface. The milling machine or grinder shall be equipped with automatic grade and slope controls. All millings shall be removed and disposed off Airport property, unless otherwise specified. If the Contractor mills or grinds deeper or wider than the plans specify, the Contractor shall replace the material that was removed with new material at no additional cost to the Owner. a. Patching. The milling machine shall be capable of cutting a vertical edge without chipping or spalling the edges of the remaining pavement and it shall have a positive method of controlling the depth of cut. The Engineer shall layout the area to be milled with a straightedge in increments of 1 foot(30 cm)widths. The area to be milled shall cover only the failed area. Any excessive area that is milled because the Contractor doesn't have the appropriate milling machine, or areas that are damaged because of his negligence, shall not be included in the measurement for payment. b. Profiling, grade correction, or surface correction. The milling machine shall have a minimum width of 7 feet and it shall be equipped with electronic grade control devices that will cut the surface to the grade and tolerances specified. The machine shall cut vertical edges. A positive method of dust control shall be provided. The machine shall have the ability to windrow the millings or cuttings. c. Clean-up. The Contractor shall sweep the milled surface daily and immediately after the milling until all residual aggregate and fines are removed from the pavement surface. Prior to paving, the Contractor shall wet down the milled pavement and thoroughly sweep and/or blow the surface to remove any remaining aggregate or fines. 101-3.6 PREPARATION OF ASPHALT PAVEMENT SURFACES. Existing asphalt pavements indicated to be treated with a surface treatment shall be prepared as follows: a. Patch asphalt pavement surfaces that have been softened by petroleum derivatives or have failed due to any other cause. Remove damaged pavement to the full depth of the damage and replace with new asphalt concrete similar to that of the existing pavement in accordance with paragraph 101-3.4. i b. Repair joints and cracks in accordance with paragraph 101-3.2. c. Remove oil or grease that has not penetrated the asphalt pavement by scraping or by scrubbing with a detergent, then wash thoroughly with clean water. After cleaning, treat these areas with an oil spot primer. d. Clean pavement surface immediately prior to placing the surface treatment by sweeping, flushing well with water leaving no standing water, or a combination of both, so that it is free of dust, dirt, grease,vegetation, oil or any type of objectionable surface film, 101-3.7 MAINTENANCE. Item P-101 Surface Preparation 3 of 6 AC 15015370-1OG 7/21/2014 i The Contractor shall perform all maintenance work necessary to keep the pavement in a satisfactory + condition until the full section is complete and accepted by the Engineer. The surface shall be kept clean and free from foreign material. The pavement shall be properly drained at all times. If cleaning is necessary or if the pavement becomes disturbed, any work repairs necessary shall be performed at the Contractor's expense. 101-3.8 PREPARATION OF JOINTS IN RIGID PAVEMENT. 101-3.8.1 Removal of Existing Joint Sealant. All existing joint sealants will be removed by plowing or use of hand tools. Any remaining sealant and or debris will be removed by use of wire brushes or other tools as necessary. Resaw joints removing no more than 1/16 inch(2 mm) from each joint face. Immediately after sawing, flush out joint with water and other tools as necessary to completely remove the slurry. Allow sufficient time to dry out joints prior to sealing. 101-3.8.2 Cleaning prior to sealing. Immediately before sealing,joints shall be cleaned by removing any remaining laitance and other foreign material. Clean joints by sandblasting, or other method approved by the Engineer, on each joint face with nozzle held at an angle and not more than three inches (75 nun) from face. Following sandblasting, clean joints with air free of oil and water. Joint surfaces will be surface-dry prior to installation of sealant. 101-3.9 PREPARATION OF CRACKS IN FLEXIBLE PAVEMENT. 101-3.9.1 Preparation of Crack. Widen crack with random crack saw by removing a minimum of 1/16 inch (2 mm) from each side of crack. Immediately before sealing,joints will be blown out with a hot air lance combined with oil and water-free compressed air. 101-3.9.2 Removal of Existing Sealant. Existing sealants will be removed by random crack saw. Following sawing any remaining debris will be removed by use of a hot lance combined with oil and water-free compressed air. METHOD OF MEASUREMENT 101-4.1 Joint and crack repair. The unit of measurement for joint and crack repair shall be the linear foot of joint. ' 101-4.2 Cold milling. The unit of measure for cold milling shall be inches of milling per square yard as shown on the plans and called out for in the basis of payment. The location and average depth of the cold milling shall be determined and agreed to by the Engineer and the Contractor prior to beginning the work. If the initial cut doesn't correct the condition and surface correction is required, the Contractor shall re- mill the area and will be paid only once for the total depth of milling. BASIS OF PAYMENT l101-5.1 Payment. Payment shall be made at contract unit price for the unit of measurement as specified above. This price shall be full compensation for furnishing all materials and for all preparation, hauling, and placing of the material and for all labor, equipment, tools, and incidentals necessary to complete this - item. Item P-101-5.1 Surface Preparation--per square yard ' Item P-101-5.2 Joint and Crack Repair—per linear foot Item P-101-5.3 Cold Milling Asphaltic Pavement(0-2"Depth)—per square yard 4 of 6 Item P-101 Surface Preparation 7/21/2014 AC 150/5370-1OG MATERIAL REQUIREMENTS ASTM D6690 Standard Specification For Joint And Crack Sealants, Hot Applied, For Concrete And Asphalt Pavements END OF ITEM 8101 i I r Item P-101 Surface Preparation 5 of 6 AC 150/5370-IOG 7/21/2014 I f 4 5 Intentionally Left Blank 1 t - 1' 6 of 6 Item P-101 Surface Preparation 7/21/2014 AC 150/5370-1OG ITEM P-403 HOT MIX ASPHALT(HMA)PAVEMENTS (SASE,LEVELING OR SURFACE COURSE) DESCRIPTION 403-1.1 This item shall consist of a base course and surface course composed of mineral aggregate and asphalt cement binder(asphalt binder) mixed in a central mixing plant and placed on a prepared course in accordance with these specifications and shall conform to the lines, grades,thicknesses, and typical cross- sections shown on the plans. Each course shall be constructed to the depth, typical section, and elevation required by the plans and shall be rolled,finished, and approved before the placement of the next course. MATERIALS 403-2.1 AGGREGATE. Aggregates shall consist of crushed stone,crushed gravel crushed slag,screenings,natural sand and mineral filler, as required. The aggregates should be free of ferrous sulfides, such as pyrite,that would cause"rust" staining that can bleed through pavement markings. The portion retained on the No. 4 (4.75 mm) sieve is coarse aggregate. The portion passing the No. 4 (4.75 mm) sieve and retained on the No. 200 (0.075 mm) sieve is fine aggregate, and the portion passing the No. 200(0.075 mm) sieve is mineral filler. a. Coarse aggregate. Coarse aggregate shall consist of sound, tough, durable particles, free from films of matter that would prevent thorough coating and bonding with the bituminous material and free from organic matter and other deleterious substances. The percentage of wear shall not be greater than 40 percent for surface course or 50 percent for base course when tested in accordance with ASTM C131. The sodium sulfate soundness loss shall not exceed 12%, or the magnesium sulfate soundness loss shall not exceed 18%, after five cycles, when tested in accordance with ASTM C88. Clay Lumps and friable particles shall not exceed 1.0%when tested in accordance with ASTM C 142. Aggregate shall contain at least 75 percent by weight of individual pieces having two or more fractured faces and 85 percent by weight having at least one fractured face. The area of each face shall be equal to at least 75% of the smallest mid-sectional area of the piece. When two fractured faces are contiguous,the angle between the planes of fractures shall be at least 30 degrees to count as two fractured faces. Fractured faces shall be achieved by crushing. The aggregate shall not contain more than a total of 8%, by weight, of flat particles, elongated particles, and flat and elongated particles, when tested in accordance with ASTM D4791 with a value of 5:1. Fine aggregate. Fine aggregate shall consist of clean, sound, tough, durable, angular shaped particles produced by crushing stone, slag, or gravel that meets the requirements for wear and soundness specified for coarse aggregate. The aggregate particles shall be free from coatings of clay, silt, or other objectionable matter. P-403-1 7/21/2014 AC 150/5370-1OG The fine aggregate, including any blended material for the fine aggregate, shall have a plasticity index of not more than six (6) and a liquid limit of not more than 25 when tested in accordance with ASTM D4318. The soundness loss shall not exceed 10%when sodium sulfate is used or 15%when magnesium sulfate is used, after five cycles,when tested per ASTM C88. Clay lumps and friable particles shall not exceed 1.0 percent,by weight, when tested in accordance with ASTM C142. Natural(non-manufactured) sand may be used to obtain the gradation of the aggregate blend or to improve the workability of the mix. The amount of sand to be added will be adjusted to produce mixtures conforming to requirements of this specification. The fine aggregate shall not contain more than 15%natural sand by weight of total aggregates. If used,the natural sand shall meet the requirements of ASTM D 1073 and shall have a plasticity index of not more than six(6)and a liquid limit of not more than 25 when tested in accordance with ASTM D4318. The aggregate shall have sand equivalent values of 45 or greater when tested in accordance with ASTM D2419. c. Sampling.ASTM D75 shall be used in sampling coarse and fine aggregate, and ASTM C183 shall be used in sampling mineral filler. r 403-2.2 MINERAL FILLER. If filler, in addition to that naturally present in the aggregate, is necessary, it shall meet the requirements of ASTM D242. 403-2.3 ASPHALT CEMENT BINDER. Asphalt cement binder shall conform to ASTM D6373 Performance Grade (PG) 70-22. A certificate of compliance from the manufacturer shall be included with the mix design submittal. The supplier's certified test report with test data indicating grade certification for the asphalt binder shall { be provided to the Engineer for each load at the time of delivery to the mix plant. A certified test report with test data indicating grade certification for the asphalt binder shall also be provided to the Engineer for any modification of the asphalt binder after delivery to the mix plant and before use in the HMA. 403-2.4 PRELIMINARY MATERIAL ACCEPTANCE. Prior to delivery of materials to the job site,the Contractor shall submit certified test reports to the Engineer for the following materials: 1 a. Coarse aggregate: a (1) Percent of wear (2) Soundness (3) Clay lumps and friable particles = (4) Percent of fractured faces (5) Flat and elongated particles b. Fine aggregate: (1) Liquid limit and Plasticity index 2 of 24 Item P-403 Hot Mix Asphalt(TINA)Pavements(Base,Leveling or Surface Course) i 7/21/2014 AC 15015370-IOG (2) Soundness (3) Clay Iumps and friable particles (4) Percent natural sand (5) Sand equivalent C. Mineral filler. d. Asphalt binder. Test results for asphalt binder shall include temperature/viscosity charts for mixing and compaction temperatures. The certifications shall show the appropriate ASTM tests for each material, the test results,and a statement that the material meets the specification requirement. The Engineer may request samples for testing,prior to and during production,to verify the quality of the materials and to ensure conformance with the applicable specifications. 403-2.5 ANTI-STRIPPING AGENT. Any anti-stripping agent or additive if required shall be heat stable, shall not change the asphalt cement viscosity beyond specifications, shall contain no harmful ingredients, shall be added in recommended proportion by approved method, and shall be a material approved by the Department of Transportation of the State in which the project is located. COMPOSITION 403-3.1 COMPOSITION OF MIXTURE. The HMA plant mix shall be composed of a mixture of well-graded aggregate, filler and anti-strip agent if ' required,and asphalt binder.The several aggregate fractions shall be sized,handled in separate size groups, and combined in such proportions that the resulting mixture meets the grading requirements of the job mix formula(JMF). 403-3.2 JOB MIX FORMULA. No hot-mixed asphalt(HMA) for payment shall be produced until a JMF has been approved in writing by the Engineer. The asphalt mix design and JMF shall be prepared by an accredited laboratory that meets the requirements of paragraph 403-3.4. The HMA shall be designed using procedures contained in Asphalt Institute MS-2 Mix Design Manual, 7th Edition. ASTM D6926 shall be used for preparation of specimens using the manually held and operated hammer for the mix design procedure. ASTM D6927 shall be used for testing for Marshall stability and flow. If material variability exceeds the standard deviations indicated,the JMF and subsequent production targets shall be based on a stability greater than shown. in Table 1 and the flow shall be targeted close to the mid- range of the criteria in order to meet the acceptance requirements. — The design criteria in Table 1 are target values necessary to meet the acceptance requirements contained in paragraph 403-5.2b. The criteria is based on a production process which has a material variability with the following standard deviations: Stability=270 lbs (1200 N); Flow(0.01 inch (0.25 mm))— 1.5 inches (38 mm); Air Voids—0.65%. Tensile Strength Ratio (TSR) of the composite mixture, as determined by ASTM D4867, shall not be less than 75 when tested at a saturation of 70•-80% or an anti-stripping agent shall be added to the HMA, as P-403-3 7/21/2014 AC 150/5370-1OG necessary,to produce a TSR of not less than 75 when tested at a saturation of 70-80%. If an anti-strip agent is required, it shall be provided by the Contractor at no additional cost to the Owner. The JMF shall be submitted in writing by the Contractor at least 30 days prior to the start of paving operations. The JMF shall be developed within the same construction season using aggregates currently being produced. The submitted JMF shall be stamped or sealed by the responsible professional Engineer of the laboratory and shall include the following items as a minimum: a. Percent passing each sieve size for total combined gradation, individual gradation of all aggregate stockpiles and percent by weight of each stockpile used in the JMF. b. Percent of asphalt cement. c. Asphalt performance, grade, and type of modifier if used. d. Number of blows per side of molded specimen. e. Laboratory mixing temperature. f. Laboratory compaction temperature. g. Temperature-viscosity relationship of the PG asphalt cement binder showing acceptable range of mixing and compaction temperatures and for modified binders include supplier recommended mixing and compaction temperatures. h. Plot of the combined gradation on the 0.45 power gradation curve. i. Graphical plots of stability, flow, air voids,voids in the mineral aggregate, and unit weight versus asphalt content. j. Specific gravity and absorption of each aggregate. k. Percent natural sand. I. Percent fractured faces. s in. Percent by weight of flat particles, elongated particles, and flat and elongated particles (and criteria). n. Tensile Strength Ratio (TSR). o. Anti-strip agent(if required). p. Date the JMF was developed.Mix designs that are not dated or which are from a prior construction season shall not be accepted. The Contractor shall submit to the Engineer the results of verification testing of three (3) asphalt samples prepared at the optimum asphalt content. The average of the results of this testing shall indicate conformance with the JMF requirements specified in Tables i and 3. When the project requires asphalt mixtures of differing aggregate gradations,a separate JMF and the results 71 of JMF verification testing shall be submitted for each mix. 1 The JMF for each mixture shall be in effect until a modification is approved in writing by the Engineer. Should a change in sources of materials be made, a new JMF must be submitted within 15 days and approved by the Engineer in writing before the new material is used. After the initial production JMF has been approved by the Engineer and a new or modified JMF is required for whatever reason,the subsequent cost of the Engineer's approval of the new or modified JMF will be borne by the Contractor. There will be no time extension given or considerations for extra costs associated with the stoppage of production paving 4 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 15015370-1OG or restart of production paving due to the time needed for the Engineer to approve the initial, new or modified JMF. The Marshall Design Criteria applicable to the project shall be as specified in Table 1. Table 1. Marshall Design Criteria Test Property Value Number of blows 75 Stability,pounds(Newtons) minimum 1800 Flow,0.01 inch (0.25 mm) 8-16 Air voids (percent) 3.5 Percent voids in mineral aggregate,minimum See Table 2 'The flow requirement is not applicable for Polymer Modified Asphalts. Table 2. Minimum Percent Voids In Mineral Aggregate(VMA) Aggregate(See Table 3) Minimum VMA Gradation 3 16 4 Gradation 2 15 Gradation 1 14 The mineral aggregate shall be of such size that the percentage composition by weight, as determined by laboratory sieves,will conform to the gradation or gradations specified in Table 3 when tested in accordance with ASTM C 136 and ASTM C 117. The gradations in Table 3 represent the limits that shall determine the suitability of aggregate for use from the sources of supply,be well graded from coarse to fine and shall not vary from the low limit on one sieve to the high limit on the adjacent sieve, or vice versa. Table 3.Aggregate-HMA Pavements 5 P-403-5 7/21/2014 AC 150/5370-10G Sieve Size Gradation 1 Gradation 2 1 inch(25 mm) 100 -- 3/4 inch(19 mm) 76-98 100 1/2 inch(12 mm) 66-86 79-99 3/8 inch(9 mm) 57-77 68-88 No. 4(4.75 mm) 40-60 48-68 No. 8 (2.36 mm) 26-46 33-53 No. 16 (1.18 mm) 17-37 20-40 No. 30 (0.600 mm) 11-27 14-30 No. 50(0.300 mm) 7-19 9-21 No. 100 (0.150 mm) 6-16 6-16 No. 200 (0.075 mm) 3-6 3-6 Stone or gravel 4.5-7.0 5.0-7.5 Gradation 1 shall be utilized for taxiway base course and Gradation 2 shall be utilized for taxiway shoulders. The aggregate gradations shown are based on aggregates of uniform specific gravity. The percentages passing the various sieves shall be corrected when aggregates of varying specific gravities are used, as indicated in the Asphalt Institute MS-2 Mix Design Manual, 7th Edition. 403-3.3 RECLAIMED ASPHALT CONCRETE(RAP). RAP shall not be used. 403-3.4 JOB MIX FORMULA (JMF)LABORATORY. The Contractor's laboratory used to develop the JMF shall be accredited in accordance with ASTM D3666. The laboratory accreditation must be current and listed on the accrediting authority's website. All test methods required for developing the JMF must be listed on the lab accreditation.A copy of the laboratory's current accreditation and accredited test methods shall be submitted to the Engineer prior to start of construction. 403-3.5 TEST SECTION. Prior to full production, the Contractor shall prepare and place a quantity of HMA according to the JMF. The amount of HMA shall be sufficient to construct a test section 300 long and 25 wide, placed in two lanes, with a longitudinal cold joint, and shall be of the same depth specified for the construction of the course which it represents. A cold joint for this test section is an exposed construction joint at least four(4) hours old or whose mat has cooled to Iess than 160°F (7 VC). The cold joint must be cut back using the - same procedure that will be used during production in accordance with 403-4.12. The underlying grade or pavement structure upon which the test section is to be constructed shall be the same as the remainder of the course represented by the test section. The equipment used in construction of the test section shall be the same type and weight to be used on the remainder of the course represented by the test section. The test section shall be evaluated for acceptance as a single lot in accordance with the acceptance criteria in paragraph 403-5.1 and 403-5.2. The test section shall be divided into equal sublots. As a minimum the test section shall consist of three(3)sublots. 6 of 24 Item P-403 Hot Mix Asphalt(IIMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 15015370-1OG The test section shall be considered acceptable if the average mat density of the test section cores is greater than or equal to 96% and the average joint density of the test section cores is greater than or equal to 94%. If the initial test section should prove to be unacceptable, the necessary adjustments to the JMF, plant operation,placing procedures, and/or rolling procedures shall be made. A second test section shall then be placed. If the second test section also does not meet specification requirements, both sections shall be ! removed at the Contractor's expense. Additional test sections, as required, shall be constructed and evaluated for conformance to the specifications. Any additional sections that are not acceptable shall be removed at the Contractor's expense. Full production shall not begin until an acceptable test section has been constructed and accepted in writing by the Engineer. Once an acceptable test section has been placed, payment for the initial test section and the section that meets specification requirements shall be made in accordance with paragraph 403-8.1. Job mix control testing shall be performed by the Contractor at the start of plant production and in conjunction with the calibration of the plant for the JMF. If the aggregates produced by the plant do not satisfy the gradation requirements or produce a mix that meets the JMF, it will be necessary to reevaluate and redesign the mix using plant-produced aggregates. Specimens shall be prepared and the optimum asphalt content determined in the same manner as for the original JMF tests. Contractor will not be allowed to place the test section until the Contractor Quality Control Program, showing conformance with the requirements of paragraph 403-6.1, has been approved, in writing, by the Engineer. CONSTRUCTION METHODS 403-4.1 WEATHER LIMITATIONS. The HMA shall not be placed upon a wet surface or when the surface temperature of the underlying course is less than specified in Table 4.The temperature requirements may be waived by the Engineer,if requested; however, all other requirements including compaction shall be met. Table 4. Surface Temperature Limitations of Underlying Course Base Temperature (Minimum) Mat Thickness Degrees F Degrees C 3 inches(7.5 cm) or greater 40 4 Greater than 2 inches(50 mm) 45 7 but less than 3 inches(7.5 cm.) 403-4.2 HMA PLANTS. j Plants used for the preparation of HMA shall conform to the requirements of American Association of State Highway and Transportation Officials (AASHTO)M156 with the following changes: _ a. Requirements for all plants include: (1) Truck scales.The HMA shall be weighed on approved scales furnished by the Contractor, or on certified public scales at the Contractor's expense. Scales shall be inspected and sealed as often as the Engineer deems necessary to assure their accuracy. Scales shall conform to the requirements of the General Provisions, subsection 90-01. P-403-7 7/21/2014 AC 150/5370-IOG In lieu of scales, and as approved by the Engineer, HMA weights may be determined by the use of an electronic weighing system equipped with an automatic printer that weighs the total HMA production and as often thereafter as requested by the Engineer. (2) Testing facilities.The Contractor shall ensure laboratory facilities are provided at the plant for the use of the Engineer. The lab shall have sufficient space and equipment so that both testing representatives(Engineer's and Contractor's) can operate efficiently. The lab shall meet the requirements of ASTM D3666 including all necessary equipment, materials, and current reference standards to comply with the specifications and masonry saw with diamond blade for trimming pavement cores and samples.The plant testing laboratory shall have a floor space area of not less than 200 square feet(18.5 sq m), with a ceiling height of not less than 7-112 feet(2 m). The laboratory shall be weather tight, sufficiently heated in cold weather, air-conditioned in hot weather to maintain temperatures for testing purposes of 70°F±5°F (21°C±2.3°C). The plant testing laboratory shall be located on the plant site to provide an unobstructed view, from one of its windows, of the trucks being loaded with the plant mix materials. In addition,the facility shall include the minimum: (a) Adequate artificial lighting. (b) Electrical outlets sufficient in number and capacity for operating the required testing equipment and drying samples. (c) A minimum of two (2)Underwriter's Laboratories approved fire extinguishers of the appropriate types and class. (d) Work benches for testing. (e) Desk with chairs and file cabinet. (f) Sanitary facilities convenient to testing laboratory. (g) Exhaust fan to outside air. (h) Sink with running water. Failure to provide the specified facilities shall be sufficient cause for disapproving HMA plant operations. Laboratory facilities shall be kept clean, and all equipment shall be maintained in proper working condition. The Engineer shall be permitted unrestricted access to inspect the Contractor's laboratory facility and witness quality control activities. The Engineer will advise the Contractor in writing of any noted deficiencies concerning the laboratory facility, equipment, supplies, or testing personnel and procedures. When the deficiencies are serious enough to be adversely affecting the test results,the incorporation of the materials into the work shall be suspended immediately and will not be permitted to resume until the deficiencies are satisfactorily corrected. (3) Inspection of plant. The Engineer, or Engineer's authorized representative, shall have access, at all times,to all areas of the plant for checking adequacy of equipment; l inspecting operation of the plant: verifying weights,proportions,and material properties; 1 and checking the temperatures maintained in the preparation of the mixtures. (4) Storage bins and surge bins.The HMA stored in storage and surge bins shall meet the same requirements as HMA loaded directly into trucks and may be permitted under the following conditions: (a) Stored in non-insulated bins for a period of time not to exceed three (3)hours. (b) Stored in insulated storage bins for a period of time not to exceed eight(8)hours. If the Engineer determines that there is an excessive amount of heat loss, segregation or oxidation of the HMA due to temporary storage,no temporary storage will be allowed. 8 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 150/5370-1OG 1 403-4.3 HAULING EQUIPMENT. Trucks used for hauling HMA shall have tight, clean, and smooth metal beds. To prevent the HMA from sticking to the truck beds,the truck beds shall be lightly coated with a minimum amount of paraffin oil, lime solution, or other material approved by the Engineer. Petroleum products shall not be used for coating truck beds. Each truck shall have a suitable cover to protect the mixture from adverse weather. When necessary,to ensure that the mixture will be delivered to the site at the specified temperature,truck beds shall be insulated or heated and covers shall be securely fastened. 403-4.3.1 MATERIAL TRANSFER VEHICLE (MTV). Material transfer vehicles shall be required due to the improvement in smoothness and decrease in both physical and thermal segregation. To transfer the material from the hauling equipment to the paver,use a self-propelled, material transfer vehicle with a swing conveyor that can deliver material to the paver without making contact with the paver. The MTV shall be able to move back and forth between the hauling equipment and the paver providing material transfer to the paver,while allowing the paver to operate at a constant speed.The Material Transfer Vehicle will have remixing and storage capability to prevent physical and thermal segregation. 403-4.4 HMA PAVERS. HMA pavers shall be self-propelled.with an activated heated screed, capable of spreading and finishing courses of HMA that will meet the specified thickness, smoothness, and grade. The paver shall have sufficient power to propel itself and the hauling equipment without adversely affecting the finished surface. The paver shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation.The hopper shall be equipped with a distribution system to place the HMA uniformly in front of the screed without segregation. The screed shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, or gouging the mixture. If, during construction, it is found that the spreading and finishing equipment in use leaves tracks or indented areas, or produces other blemishes in the pavement that are not satisfactorily corrected by the scheduled operations,the use of such equipment shall be discontinued and satisfactory equipment shall be provided by the Contractor. 403-4.4.1 AUTOMATIC GRADE CONTROL. The HMA paver shall be equipped with a control system capable of automatically maintaining the specified screed elevation. The control system shall be automatically actuated from either a reference line and/or through a system of mechanical sensors or sensor-directed mechanisms or devices that will maintain the paver screed at a predetermined transverse slope and at the proper elevation to obtain the required surface. The transverse slope controller shall be capable of maintaining the screed at the desired slope within f0.1%. The controls shall be capable of working in conjunction with any of the following attachments: a. Ski-type device of not less than 30 feet(9 m)in Iength a b. Taut stringline(wire)set to grade J C. Short ski or shoe d. Laser control J 403-4.5 ROLLERS. Rollers of the vibratory, steel wheel, and pneumatic-tired type shall be used. They shall be in good condition, capable of operating at slow speeds to avoid displacement of the HMA. The number,type, and weight of rollers shall be sufficient to compact the HMA to the required density while it is still in a workable condition. P-403-9 r 7/21/2014 AC 15015370-1OG All rollers shall be specifically designed and suitable for compacting hot mix bituminous concrete and shall be properly used. Rollers that impair the stability of any layer of a pavement structure or underlying soils shall not be used.Depressions in pavement surfaces caused by rollers shall be repaired by the Contractor at their own expense. The use of equipment that causes crushing of the aggregate will not be permitted. 403-4.5.1 DENSITY DEVICE. The Contractor shall have on site a density gauge during all paving operations in order to assist in the determination of the optimum rolling pattern,type of roller and frequencies, as well as to monitor the effect of the rolling operations during production paving. The Contractor shall also supply a qualified technician during all paving operations to calibrate the density gauge and obtain accurate density readings for all new HMA. These densities shall be supplied to the Engineer upon request at any time during construction. No separate payment will be made for supplying the density gauge and technician. 403-4.6 PREPARATION OF ASPHALT BINDER. The asphalt binder shall be heated in a manner that will avoid local overheating and provide a continuous supply of the bituminous material to the mixer at a uniform temperature.The temperature of the unmodified asphalt binder delivered to the mixer shall be sufficient to provide a suitable viscosity for adequate coating of the aggregate particles,but shall not exceed 325°F(l 60°C)when added to the aggregate.The temperature of modified asphalt binder shall be no more than 350'F (175°C)when added to the aggregate. 403-4.7 PREPARATION OF MINERAL AGGREGATE. The aggregate for the HMA shall be heated and dried. The maximum temperature and rate of heating shall be such that no damage occurs to the aggregates. The temperature of the aggregate and mineral filler shall not exceed 350°F (175°C) when the asphalt binder is added. Particular care shall be taken that aggregates high in calcium or magnesium content are not damaged by overheating.The temperature shall not be lower than is required to obtain complete coating and uniform distribution on the aggregate particles and to provide a mixture of satisfactory workability. 403-4.$PREPARATION OF HMA. The aggregates and the asphalt binder shall be weighed or metered and introduced into the mixer in the amount specified by the JMF. The combined materials shall be mixed until the aggregate obtains a uniform coating of asphalt binder and is thoroughly distributed throughout the mixture. Wet mixing time shall be the shortest time that will produce a satisfactory mixture, but not less than 25 seconds for batch plants. The wet mixing time for all plants shall be established by the Contractor, based on the procedure for determining the percentage of coated particles described in ASTM D2489, for each individual plant and for each type of aggregate used. The wet mixing time will be set to achieve 95%of coated particles.For continuous mix plants,the minimum mixing time shall be determined by dividing the weight of its contents at operating level by the weight of i the mixture delivered per second by the mixer. The moisture content of all HMA upon discharge shall not 7 exceed 0.5%. 403-4.9 PREPARATION OF THE UNDERLYING SURFACE. Immediately before placing the HMA,the underlying course shall be cleaned of all dust and debris. A tack coat shall be applied in accordance with Item P-603, as shown on the plans. 403-4.10 LAYDOWN PLAN,TRANSPORTING,PLACING,AND FINISHING. Prior to the placement of the HMA, the Contractor shall prepare a laydown plan for approval by the Engineer. This is to minimize the number of cold joints in the pavement. The Iaydown plan shall include the sequence of paving laydown by stations, width of lanes, temporary ramp locations, and laydown 10 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 150/5370-JOG temperature. The laydown plan shall also include estimated time of completion for each portion of the work (that is, milling,paving, rolling, cooling, etc.). Modifications to the laydown plan shall be approved by the Engineer. The HMA shall be transported from the mixing plant to the site in vehicles conforming to the requirements of paragraph 403-4.3. Deliveries shall be scheduled so that placing and compacting of HMA is uniform with minimum stopping and starting of the paver. Hauling over freshly placed material shall not be permitted until the material has been compacted, as specified, and allowed to cool to atmospheric temperature. The Contractor shall use a material transfer vehicle to deliver HMA to the paver. The alignment and elevation of the paver shall be regulated from outside reference lines established for this purpose for the first lift of all runway and taxiway pavements. Successive lifts of HMA surface course may be placed using a ski,or laser control per paragraph 403-4.4.1,provided grades of the first lift of bituminous surface course meet the tolerances of paragraphs 403-5.2b(5) as verified by a survey. Contractor shall survey each lift of HMA surface course and certify to Engineer that every lot of each lift meets the grade tolerances of paragraph 403-5.2b(5)before the next lift can be placed. The initial placement and compaction of the HMA shall occur at a temperature suitable for obtaining density, surface smoothness, and other specified requirements but not less than 250°F (121'C). Edges of existing HMA pavement abutting the new work shall be saw cut and carefully removed as shown on the drawings and coated with asphalt tack coat before new material is placed against it. Upon arrival,the mixture shall be placed to the full width by a bituminous paver. It shall be struck off in a uniform layer of such depth that, when the work is completed, it shall have the required thickness and conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling and tearing of the HMA mat. Unless otherwise permitted, placement of the HMA shall begin along the centerline of a crowned section or on the high side of areas with a one-way slope.The HMA shall be placed in consecutive adjacent strips having a minimum width of 25 feet(m)except where edge lanes require less width to complete the area. Additional screed sections shall not be attached to widen paver to meet the minimum lane width requirements specified above unless additional auger sections are added to match.The longitudinal joint in one course shall offset the longitudinal joint in the course immediately below by at least one foot (30 cm); however, the joint in the surface top course shall be at the centerline of crowned pavements. Transverse joints in one course shall be offset by at least 10 feet(3 m)from transverse joints in the previous course. Transverse joints in adjacent lanes shall be offset a minimum of 10 feet(3 m). On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical,the HMA may be spread and luted by hand tools. Areas of segregation in the course, as determined by the Engineer, shall be removed and replaced at the Contractor's expense. The area shall be removed by saw cutting and milling a minimum of 2 inches (50 mm)deep. The area to be removed and replaced shall be a minimum width of the paver and a minimum of 10 feet(3 m) long. J 403-4.11 COMPACTION OF HMA. _J After placing,the HMA shall be thoroughly and uniformly compacted by power rollers. The surface shall be compacted as soon as possible when the mixture has attained sufficient stability so that the rolling does 4 not cause undue displacement, cracking or shoving. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor. The speed of the roller shall, at all times, be sufficiently slow to avoid displacement of the hot mixture and be effective in compaction. Any P-403-11 7/21/2014 AC 15015370-10G displacement occurring as a result of reversing the direction of the roller, or from any other cause, shall be corrected at once. Sufficient rollers shall be furnished to handle the output of the plant.Rolling shall continue until the surface is of uniform texture,true to grade and cross-section,and the required field density is obtained. To prevent adhesion of the mixture to the roller, the wheels shall be equipped with a scraper and kept properly moistened using a water soluble asphalt release agent approved by the Engineer. In areas not accessible to the roller,the mixture shall be thoroughly compacted with approved power driven tampers. Tampers shall weigh not less than 275 pounds (125 kg),have a tamping plate width not less than 15 inches (38 cm), be rated at not less than 4,200 vibrations per minute, and be suitably equipped with a standard tamping plate wetting device. Any HMA that becomes loose and broken, mixed with dirt, contains check-cracking, or in any way defective shall be removed and replaced with fresh hot mixture and immediately compacted to conform to the surrounding area. This work shall be done at the Contractor's expense. Skin patching shall not be allowed. 403-4.12 JOINTS. The formation of all joints shall be made in such a manner as to ensure a continuous bond between the courses and obtain the required density.All joints shall have the same texture as other sections of the course and meet the requirements for smoothness and grade. The roller shall not pass over the unprotected end of the freshly laid HMA except when necessary to form a transverse joint.When necessary to form a transverse joint, it shall be made by means of placing a bulkhead or by tapering the course. The tapered edge shall be cut back to its full depth and width on a straight line to expose a vertical face prior to placing the adjacent lane.In both methods, all contact surfaces shall be coated with an asphalt tack coat before placing any fresh HMA against the joint. Longitudinal joints which are have been left exposed for more than four(4)hours;the surface temperature has cooled to less than 175°F (80°C); or are irregular, damaged,uncompacted or otherwise defective shall be cut back 3 inches (75 mm)to 6 inches (150 mm)to expose a clean, sound,uniform vertical surface for the full depth of the course. All cutback material shall be removed from the project.An asphalt tack coat or other product approved by the Engineer shall be applied to the clean,dry joint prior to placing any additional fresh LIMA against the joint. Any laitance produced from cutting joints shall be removed by vacuuming and washing. The cost of this work shall be considered incidental to the cost of the HMA. 403-4.13 DIAMOND GRINDING. When required, diamond grinding shall be accomplished by sawing with saw blades impregnated with industrial diamond abrasive. The saw blades shall be assembled in a cutting head mounted on a machine designed specifically for diamond grinding that will produce the required texture and smoothness level without damage to the pavement. The saw blades shall be 118-inch (3-mm) wide and there shall be a minimum of 55 to 60 blades per 12 inches (300 mm) of cutting head width; the actual number of blades 1 will be determined by the Contractor and depend on the hardness of the aggregate. Each machine shall be capable of cutting a path at least 3 feet (09 m) wide. Equipment that causes ravels, aggregate fractures, spalls or disturbance to the pavement will not be permitted. The depth of grinding shall not exceed 1/2 inch (13mm) and all areas in which diamond grinding has been performed will be subject to the final pavement thickness tolerances specified. Grinding will be tapered in all directions to provide smooth transitions to areas not requiring grinding. Areas that have been ground will be sealed with a P-608 surface treatment as directed by the Engineer. It may be necessary to seal a larger area to avoid surface treatment creating any conflict with runway or taxiway markings. 403-4.14 NIGHTIME PAVING REQUIREMENTS. Paving during nighttime construction shall require the following: 12 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 15015370-1OG a. All paving machines, rollers, distribution trucks and other vehicles required by the Contractor for his operations shall be equipped with artificial illumination sufficient to safely complete the work. b. Minimum illumination level shall be 20 horizontal foot-candles and maintained in the following areas: (1) An area of 30 feet (9 m) wide by 30 feet (9 m) long immediately behind the paving machines during the operations of the machines. (2) An area 15 feet (4.5 m) wide by 30 feet (9 m) long immediately in front and back of all rolling equipment, during operation of the equipment. (3) An area 15 feet (4.5 m) wide by 15 feet(4.5 m) long at any point where an area is being tack coated prior to the placement of pavement. c. As partial fulfillment of the above requirements, the Contractor shall furnish and use, complete artificial lighting units with a minimum capacity of 3,000 watt electric beam lights, affixed to all equipment in such a way to direct illumination on the area under construction. d. A lighting plan must be submitted by the Contractor and approved by the Engineer prior to the start of any nighttime work. MATERIAL ACCEPTANCE 403-5.1 ACCEPTANCE SAMPLING AND TESTING. Unless otherwise specified, all acceptance sampling and testing necessary to determine conformance with the requirements specified in this section will be performed by the Engineer at no cost to the Contractor except that coring as required in this section shall be completed and paid for by the Contractor. Testing organizations performing these tests shall be accredited in accordance with ASTM D3666. The laboratory accreditation must be current and listed on the accrediting authority's website. All test methods required for acceptance sampling and testing must be Iisted on the lab accreditation. A copy of the laboratory's current accreditation and accredited test methods shall be submitted to the Engineer prior to start of construction. All equipment in Contractor furnished laboratories shall be calibrated by an independent testing organization prior to the start of operations. a. Hot mixed asphalt. Plant-produced HMA shall be tested for air voids and stability and flow on a lot basis. Sampling shall be from material deposited into trucks at the plant or from trucks at the job site. Samples shall be taken in accordance with ASTM D979. A standard lot shall be equal to one day's production or 2000 tons (1814 metric tons)whichever i is smaller. If the day's production is expected to exceed 2000 tons (1814 metric tons), but less -; than 4000 tons (3628 metric tons), the lot size shall be 1/2 day's production. If the day's production exceeds 4000 tons (3628 metric tons), the Iot size shall be an equal sized fraction of the day's production,but shall not exceed 2000 tons (1814 metric tons). 1 Where more than one plant is simultaneously producing HMA for the job,the lot sizes shall apply separately for each plant. E (1) ,Sampling. Each lot will consist of four equal sublots. Sufficient HMA for preparation of test specimens for all testing will be sampled by the Engineer on a random basis, in accordance with the procedures contained in ASTM D3665. Samples will be taken in accordance with ASTM D979. P-403-13 7/21/2014 AC 150/5370-IOG The sample of HMA may be put in a covered metal tin and placed in an oven for not less than 30 minutes nor more than 60 minutes to stabilize to compaction temperature. The compaction temperature of the specimens shall be as specified in the JMF. (2) Testing. Sample specimens shall be tested for stability and flow in accordance with ASTM D6927. Air voids will be determined by the Engineer in accordance with ASTM D3203. One set of laboratory compacted specimens will be prepared for each sublot in accordance with ASTM D6926 at the number of blows required by paragraph 403-3.2, Table 1. Each set of laboratory compacted specimens will consist of three test specimens prepared from the same sample. The manual hammer in ASTM D6926 shall be used. Prior to testing, the bulk specific gravity of each test specimen shall be measured by the Engineer in accordance with ASTM D6752 using the procedure for laboratory-prepared thoroughly dry specimens for use in computing air voids and pavement density. For air voids determination,the theoretical maximum specific gravity of the mixture shall be measured one time for each sublot in accordance with ASTM D2041.The value used in the air voids computation for each sublot shall be based on theoretical maximum specific gravity measurement for the sublot. The stability and flow for each sublot shall be computed by averaging the results of all test specimens representing that sublot. (3) Acceptance. Acceptance of plant produced HMA for stability, flow, and air voids shall be determined by the Engineer in accordance with the requirements of paragraph 403-5.1. a. In-place HMA. HMA placed in the field shall be tested for mat and joint density on a lot basis. A standard lot shall be equal to one day's production or 2000 tons(1814 metric tons)whichever is smaller. If the day's production is expected to exceed 2000 tons(1814 metric tons),but less than 4000 tons (3628 metric tons),the lot size shall be 1/2 day's production. If the day's production exceeds 4000 tons (3628 metric tons), the lot size shall be an equal sized fraction of the day's production,but shall not exceed 2000 tons (1814 metric tons). (1) Mat density.The lot size shall be the same as that indicated in paragraph 403-5.la The lot shall be divided into four equal sublots. One core of finished, compacted HMA shall be taken by the Contractor from each sublot. Core locations will be determined by the Engineer on a random basis in accordance with procedures contained in ASTM D3665. Cores for mat density shall not be taken closer than one foot(30 cm) from a transverse or longitudinal joint. (2) Joint density. The lot size shall be the total length of longitudinal joints constructed by a lot of HMA as defined in paragraph 403-5.1a. The lot shall be divided into four equal a sublots. One core of finished,compacted HMA shall be taken by the Contractor from each } sublot. Core locations will be determined by the Engineer on a random basis in accordance with procedures contained in ASTM D3665. All cores for joint density shall be taken centered on the joint. The minimum core diameter for joint density determination shall be 1 5 inches (125 mm). (3) Sampling. Samples shall be neatly cut with a diamond core drill bit. Samples will be taken in accordance with ASTM D979. The minimum diameter of the sample shall be 5 inches ` (125 mm). Samples that are defective, as a result of sampling, shall be discarded and another sample taken.The Contractor shall furnish all tools,labor,and materials for cutting samples, cleaning, and filling the cored pavement. Cored pavement shall be cleaned and core holes shall be filled in a manner acceptable to the Engineer and within one day after 14 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) r 7/21/2014 AC 15015370-1OG sampling. Laitance produced by the coring operation shall be removed immediately. The top most lift of bituminous material shall be completely bonded to the underlying layers of bituminous material. If any of the cores reveal that the surface is not bonded to the bituminous layer immediately below the surface then additional cores shall be taken as directed by the Engineer in accordance with paragraph 403-5.1b to determine the extent of any delamination. All delaminated areas shall be completely removed by milling to the limits and depth and replaced as directed by the Engineer at no additional cost. (4) Testing.The bulk specific gravity of each cored sample will be measured by the Engineer in accordance with ASTM D6752. Samples will be taken in accordance with ASTM D979. The percent compaction (density) of each sample will be determined by dividing the bulk specific gravity of each sublot sample by the average bulk specific gravity of all laboratory prepared specimens for the lot, as determined in paragraph 403-5.1a(2). The bulk specific gravity used to determine the joint density at joints formed between different Iots shall be the lowest of the bulk specific gravity values from the two different lots. (5) Acceptance. Acceptance of field placed HMA for mat density will be determined by the Engineer in accordance with the requirements of paragraph 403-5.2b(1). Acceptance for joint density will be determined by the Engineer in accordance with the requirements of paragraph 403-5.2b(2). b. Partial lots HMA. When operational conditions cause a lot to be terminated before the specified number of tests have been made for the lot,or when the Contractor and Engineer agree in writing to allow overages or other minor tonnage placements to be considered as partial lots, the following procedure will be used to adjust the lot size and the number of tests for the lot. The last batch produced where production is halted will be sampled, and its properties shall be considered as representative of the particular sublot from which it was taken.In addition,an agreed to minor placement will be sampled,and its properties shall be considered as representative of the particular sublot from which it was taken. Where three sublots are produced, they shall constitute a lot. Where one or two sublots are produced, they shall be incorporated into the next lot, and the total number of sublots shall be used in the acceptance plan calculation,that is,n=5 or n=6, for example.Partial lots at the end of asphalt production on the project shall be included with the previous lot. The lot size for field placed material shall correspond to that of the plant material, except that, in no cases, shall less than three (3) cored samples be obtained, that is,n=3. 403-5.2 ACCEPTANCE CRITERIA. a. General. Acceptance will be based on the following characteristics of the LIMA and completed pavement and test results: (1) Air Voids (2) Mat density (3) Joint density f (4) Thickness s (5) Smoothness (6) Grade (7) Stability (S) Plow Mat density will be evaluated for acceptance in accordance with paragraph 403-5.2b(1). Stability and flow will be evaluated for acceptance in accordance with paragraph 403-5.1. Joint density will be evaluated for acceptance in accordance with paragraph 403-5.2b(2). P-403-15 7/21/2014 AC 150/5370-1OG Thickness will be evaluated by the Engineer for compliance in accordance with paragraph 403- 5.2b(3). Acceptance for smoothness will be based on the criteria contained in paragraph 403- 5.2b(4). Acceptance for grade will be based on the criteria contained in paragraph 403-5.2b(5). The Engineer may at any time reject and require the Contractor to dispose of any batch of HMA which is rendered unfit for use due to contamination, segregation, incomplete coating of aggregate, or improper mix temperature. Such rejection may be based on only visual inspection or temperature measurements. In the event of such rejection, the Contractor may take a representative sample of the rejected material in the presence of the Engineer, and if it can be demonstrated in the laboratory, in the presence of the Engineer, that such material was erroneously rejected,payment will be made for the material at the contract unit price. ' b. Acceptance criteria. (1) Mat density. Acceptance of each lot of plant produced material for mat density shall be based on the average of all of the densities taken from the sublots.If the average mat density of the lot so established equals or exceeds 96%, the lot shall be acceptable. If the average mat density of the lot is below 96%, the lot shall be removed and replaced at the Contractor's expense. (2) Joint density. Acceptance of each lot of plant produced HMA for joint density shall be based on the average of all of the joint densities taken from the sublots. If the average joint density of the lot so established equals or exceeds 94%, the lot shall be acceptable. If the average joint density of the lot is less than 94%, the Contractor shall stop production and evaluate the method of compacting joints.Production may resume once the reason for poor compaction has been determined and appropriate measures have been taken to ensure proper compaction. (3) Thickness. Thickness of each course shall be evaluated by the Engineer for compliance to the requirements shown on the plans. Measurements of thickness shall be made by the Engineer using the cores extracted for each sublot for density measurement.The maximum F allowable deficiency at any point shall not be more than 114 inch (6 mm) less than the thickness indicated for the Iift.Average thickness of lift,or combined lifts,shall not be less 1 than the indicated thickness. Where thickness deficiency exceeds the specified tolerances, the lot or sublot shall be corrected by the Contractor at his expense by removing the deficient area and replacing with new pavement. The Contractor, at his expense,may take additional cores as approved by the Engineer to circumscribe the deficient area. (4) Smoothness. The final surface shall be free from roller marks. After final rolling,but not later than 24 hours after placement, the surface of each lot shall be tested in both longitudinal and transverse directions for smoothness to reveal all surface irregularities exceeding the tolerances specified. The Contractor shall furnish paving equipment and employ methods that produce a surface for each pavement lot such that the finished surface course of the pavement shall not vary more than 114 inch(6mm)when evaluated with a 12- foot (3.7m) straightedge. When the surface course smoothness exceeds specification J tolerances which cannot be corrected by diamond grinding of the surface course,full depth removal and replacement of surface course corrections shall be to the limit of the = � longitudinal placement. Corrections involving diamond grinding will be subject to the final pavement thickness tolerances specified. The Contractor shall apply a surface treatment per Item P-608 to all areas that have been subject to grinding as directed by the Engineer. a. Transverse measurements. Transverse measurements will be taken for each lot placed. Transverse measurements will be taken perpendicular to the pavement centerline each 50 feet(15m) or more often as determined by the Engineer. 16 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 150/5370-10G 1) Testing shall be continuous across all joints, starting with one-half the Iength of the straightedge at the edge of pavement section being tested and then moved ahead one-half the length of the straightedge for each successive measurement. Smoothness readings will not be made across grade changes or cross slope transitions; at these transition areas,the straightedge position shall be adjusted to measure surface smoothness and not design grade or cross slope transitions. The amount of surface irregularity shall be determined by placing the freestanding (unleveled) straightedge on the pavement surface and allowing it to rest upon the two highest spots covered by its length, and measuring the maximum gap between the straightedge and the pavement surface in the area between these two high points. Deviations on final surface course > 1/4 inch (6mm) in transverse direction shall be corrected with diamond grinding per paragraph 403-4.13 or by removing and replacing full depth of surface course. Grinding will be tapered in all directions to provide smooth transitions to areas not requiring grinding. The area corrected by grinding should not exceed 10% of the total area and these areas shall be retested after grinding. 2) The joint between lots shall be tested separately to facilitate smoothness between lots. The amount of surface irregularity shall be determined by placing the freestanding (unleveled) straightedge on the pavement surface, with half the straightedge on one side of the joint and the other half of the straightedge on the other side of the joint. Measure the maximum gap between the straightedge and the pavement surface in the area between these two high points. One measurement shall be taken at the joint every 50 feet (15m) or more often if directed by the Engineer. Deviations on final surface course > 1/4 inch (6mm) in transverse direction shall be corrected with diamond grinding per paragraph 403-4.13 or by removing and replacing full depth of surface course. Each measurement shall be recorded and a copy of the data shall be furnished to the Engineer at the end of each days testing. 3) Longitudinal measurements. Longitudinal measurements will be taken for each lot placed. Longitudinal tests will be parallel to the centerline of paving; at the center of paving lanes when widths of paving lanes are less than 20 feet (6m); and the third points of paving lanes when widths of paving lanes are 20 ft (6m) or greater. The finished surface shall not vary more than 1/4 inch (6mm) when evaluated with a 12-foot (3.7m) straightedge. Smoothness readings will not be made across grade changes or cross slope transitions; at these transition areas, the straightedge position shall be adjusted to measure surface smoothness and not design grade or cross slope transitions. Testing shall be continuous across all joints, starting with one-half the length of the straightedge at the edge of pavement section being tested and then moved ahead one-half the length of the straightedge for each successive measurement. The amount of surface irregularity shall be determined by placing the freestanding(unleveled) straightedge on the pavement surface and allowing it to rest upon the two highest spots covered by its length, and measuring the maximum gap between the straightedge and the pavement surface in the area between these two high points. Deviations on final surface course> 1/4 inch (6mm) in longitudinal direction will be corrected with diamond grinding per { paragraph 403-4.13 or by removing and replacing full depth of surface course. Grinding will be tapered in all directions to provide smooth transitions to areas not requiring grinding. The area corrected by grinding should not exceed 10% F-403-17 7/21/2014 AC 150/5370-106 of the total area and these areas shall be retested after grinding. The primary purpose of smoothness testing is to identify areas that may be prone to ponding of water which could lead to hydroplaning of aircraft. If the contractor's machines and/or methods are producing significant areas that need corrective actions then production should be stopped until corrective measures can be implemented. If corrective measures are not implemented and when directed by the Engineer,production shall be stopped until corrective measures can be implemented. (5) Grade. Grade shall be evaluated on the first day of placement and then every day to allow adjustments to paving operations if measurements do not meet specification requirements. The Contractor must submit the survey data to the Engineer by the following day after measurements have been taken. The finished surface of the pavement shall not vary from the gradeline elevations and cross-sections shown on the plans by more than 1/2 inch (12 mm). The finished grade of each lot will be determined by running levels at intervals of 50 feet(15 m)or less longitudinally and all breaks in grade transversely(not to exceed 50 feet ± (15 m)) to determine the elevation of the completed pavement. The Contractor shall pay the cost of surveying of the level runs that shall be performed by a licensed surveyor. The documentation, stamped and signed by a licensed surveyor, shall be provided by the Contractor to the Engineer. The lot size shall be 2,000 square yards(square meters). When more than 15% of all the measurements within a lot are outside the specified tolerance, or if any one shot within the lot deviates 3/4 inch (19 mm) or more from planned grade, the Contractor shall remove the deficient area to the depth of the final course of pavement and replace with new material. Skin patching shall not be permitted. Isolated high points may be ground off providing the course thickness complies with the thickness specified on the plans.High point grinding will be limited to 15 square yard(12.5 sq m).The surface of the ground pavement shall have a texture consisting of grooves between 0.090 and 0.130 inches(2 and 3.5 mm)wide.The peaks and ridges shall be approximately 1/32 inch(1 mm) i higher than the bottom of the grooves.The pavement shall be left in a clean condition. The removal of all of the slurry resulting from the grinding operation shall be continuous. The grinding operation should be controlled so the residue from the operation does not flow across other lanes of pavement. Areas in excess of 15 square yard(12.5 sq m)will require removal and replacement of the pavement in accordance with the limitations noted above. Contractor shall apply a surface treatment per P-608 to all areas that have been subject to grinding. c. Density outliers.If the tests within a lot include a very large or a very small value that appears to be outside the normal limits of variation,check for an outlier in accordance with ASTM E178, at a significance level of 5%,to determine if this value should be discarded. 403-5.3 RESAMPLING PAVEMENT FOR MAT DENSITY. j a. General. Resampling of a lot of pavement will only be allowed for mat density and then, only if -1 the Contractor requests same in writing, within 48 hours after receiving the written test results from the Engineer. A retest will consist of all the sampling and testing procedures contained in paragraphs 403-5.1. Only one resampling per lot will be permitted. (1) A redefined mat density shall be calculated for the resampled lot.The number of tests used to calculate the redefined mat density shall include the initial tests made for that lot plus the retests. (2) The cost for resampling and retesting shall be borne by the Contractor. 18 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 150/5370-10G b.Payment for resampled lots.The redefined mat density for a resampled lot shall be used to evaluate the acceptance of that lot in accordance with paragraph 403-5.2. c. Outliers. Check for outliers in accordance with ASTM E178, at a significance level of 5%. CONTRACTOR QUALITY CONTROL 403-6.1 GENERAL. The Contractor shall perform quality control sampling,testing,and inspection during all phases of the work and shall perform them at a rate sufficient to ensure that the work conforms to the contract requirements, and at minimum test frequencies required by paragraph 403-6.3, including but not limited to: a. Mix Design b. Aggregate Grading c. Quality of Materials d. Stockpile Management e. Proportioning f. Mixing and Transportation g. Placing and Finishing h. Joints i. Compaction j. Surface smoothness k. Personnel 1. Laydown plan The Contractor shall perform quality control sampling,testing,and inspection during all phases of the work and shall perform them at a rate sufficient to ensure that the work conforms to the contract requirements, and at minimum test frequencies required by paragraph 403-6.3 and Section 100 of the General Provisions. As a part of the process for approving the Contractor's plan, the Engineer may require the Contractor's technician to perform testing of samples to demonstrate an acceptable level of performance. No partial payment will be made for materials that are subject to specific quality control requirements without an approved plan. 403-6.2 CONTRACTOR TESTING LABORATORY. The lab shall meet the requirements of ASTM D3666 including all necessary equipment, materials, and current reference standards to comply with the specifications. ' 403-6.3 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests necessary to control the production and construction processes applicable to these specifications and as set forth in the approved Quality Control Program. The testing program shall include, but not necessarily be limited to, tests for the control of asphalt content, P-403-19 7/21/2014 AC 15015370-1OG aggregate gradation, temperatures, aggregate moisture, field compaction, and surface smoothness. A Quality Control Testing Plan shall be developed as part of the Quality Control Program. a. Asphalt content.A minimum of two asphalt content tests shall be performed per lot in accordance with ASTM D6307 or ASTM D2172 if the correction factor in ASTM D6307 is greater than 1.0. The asphalt content for the lot will be determined by averaging the test results. b. Gradation.Aggregate gradations shall be determined a minimum of twice per lot from mechanical analysis of extracted aggregate in accordance with ASTM D5444 and ASTM C136, and ASTM C117. c. Moisture content of aggregate. The moisture content of aggregate used for production shall be determined a minimum of once per lot in accordance with ASTM C566. d. Moisture content of HMA.The moisture content of the HMA shall be determined once per lot in accordance with ASTM D 1461 e. Temperatures.Temperatures shall be checked,at least four times per lot,at necessary locations to determine the temperatures of the dryer, the asphalt binder in the storage tank, the HMA at the plant, and the HMA at the job site. f. In-place density monitoring. The Contractor shall conduct any necessary testing to ensure that the specified density is being achieved. A nuclear gauge may be used to monitor the pavement density in accordance with ASTM D2950. g. Additional testing. Any additional testing that the Contractor deems necessary to control the process may be performed at the Contractor's option. h. Monitoring. The Engineer reserves the right to monitor any or all of the above testing. 403-6.4 SAMPLING. When directed by the Engineer,the Contractor shall sample and test any material that appears inconsistent with similar material being sampled, unless such material is voluntarily removed and replaced or deficiencies corrected by the Contractor. All sampling shall be in accordance with standard procedures specified. 403-6.5 CONTROL CHARTS. The Contractor shall maintain linear control charts both for individual measurements and range (i.e., difference between highest and lowest measurements)for aggregate gradation, asphalt content, and VMA. The VMA for each sublot will be calculated and monitored by the Quality Control Iaboratory. Control charts shall be posted in a location satisfactory to the Engineer and shall be kept current. As a minimum, the control charts shall identify the project number, the contract item number, the test number, each test parameter, the Action and Suspension Limits applicable to each test parameter, and the Contractor's test results. The Contractor shall use the control charts as part of a process control system for identifying potential problems and assignable causes before they occur. If the Contractor's projected data during production indicates a problem and the Contractor is not taking satisfactory corrective action, the Engineer may suspend production or acceptance of the material. j a. Individual measurements. Control charts for individual measurements shall be established to maintain process control within tolerance for aggregate gradation, asphalt content, and VMA. The control charts shall use the JMF target values as indicators of central tendency for the F following test parameters with associated Action and Suspension Limits: 6 20 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) J 7/21/2014 AC 150/5370-10G Control Chart Limits For Individual Measurements Sieve Action Limit Suspension Limit 3/4 inch(19 mm) ±6% ±9% 1/2 inch(12 mm) f6% ±9% 3/8 inch(9 mm) f6% ±9% No. 4 (4.75 mm) 7L6% ±9% No. 16 (1.18 mm) ±5% ±7.5% No. 50 (0.30 mm) ±3% ±4.5% No. 200 (0.075 mm) ±2% ±3% Asphalt Content ±0.45% ±0.70% VMA -1.00% -1.5% b. Range. Control charts for range shall be established to control process variability for the test parameters and Suspension Limits listed below. The range shall be computed for each lot as the difference between the two test results for each control parameter. The Suspension Limits specified below are based on a sample size of n=2. Should the Contractor elect to perform more than two tests per lot, the Suspension Limits shall be adjusted by multiplying the Suspension Limit by 1.18 for n=3 and by 1.27 for n—4. Control Chart Limits Based On Range Based On n=2) Sieve Suspension Limit 1/2 inch(12 mm) 11% 3/8 inch(9 mm) 11% No. 4(4.75 mm) 11% No. 16 (1.18 mm) 9% No. 50 (0.30 mm) 6% No. 200(0.075 mm) 3.5% Asphalt Content 0.8% c. Corrective action. The Contractor Quality Control Program shall indicate that appropriate action shall be taken when the process is believed to be out of tolerance. The Plan shall contain sets of rules to gauge when a process is out of control and detail what action will be taken to bring the process into control. As a minimum, a process shall be deemed out of control and production stopped and corrective action taken, if. - - (1) One point falls outside the Suspension Limit line for individual measurements or range; or (2) Two points in a row fall outside the Action Limit line for individual measurements. 403-6.6 QUALITY CONTROL REPORTS. The Contractor shall maintain records and shall submit reports of quality control activities daily, in accordance with the Contractor Quality Control Program described in General Provisions, Section 100. ti P-403-21 7/21/2014 AC 15015370-1OG METHOD OF MEASUREMENT 403-7.1 MEASUREMENT. Plant mix bituminous concrete pavement shall be measured by the number of tons of HMA used in the accepted work. Recorded batch weights or truck scale weights will be used to determine the basis for the tonnage. Placement of HMAC pavements shall be as shown in the plans or as directed by the Engineer or his authorized representative in the field. Recorded batch weights or truck scale weights will be used to determine the basis for the tonnage. Corresponding tickets shall be given to the Engineer's project representative at the end of each day's production. No payment will be made for HMAC pavements placed without the corresponding material receipts. BASIS OF PAYMENT 403-8.1 PAYMENT. Payment for a lot of HMA meeting all acceptance criteria as specified in paragraph 403-5.2 shall be made at the contract unit price per tan(kg)for HMA.The price shall be compensation for furnishing all materials, for all preparation, mixing, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-403-8.1 HMA Surface Course-per ton(kg) TESTING REQUIREMENTS AASHTO M 156 Standard Specification for Requirements for Mixing Plants for Hot-Mixed, Hot- Laid Bituminous Paving Mixtures ASTM C29 Standard Test Method for Bulk Density("Unit Weight'') and Voids in Aggregate ASTM C88 Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM C117 Standard Test Method for Materials Finer than 75-µm(No. 200) Sieve in Mineral Aggregates by Washing ASTM C127 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate ASTM C 131 Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine I ASTM C136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregates ASTM C183 Standard Practice for Sampling and the Amount of Testing of Hydraulic Cement ASTM C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying ASTM D75 Standard Practice for Sampling Aggregates ASTM D979 Standard Practice for Sampling Bituminous Paving Mixtures ASTM D1073 Standard Specification for Fine Aggregate for Bituminous Paving Mixtures 22 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) 7/21/2014 AC 15015370-i0G ASTM D1074 Standard Test Method for Compressive Strength of Bituminous Mixtures ASTM D 1461 Standard Test Method for Moisture or Volatile Distillates in Bituminous Paving Mixtures ASTM D2041 Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures ASTM D2172 Standard Test Method for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures ASTM D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate ASTM D2489 Standard Practice for Estimating Degree of Particle Coating of Bituminous- Aggregate Mixtures ASTM D2726 Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive j Compacted Bituminous Mixtures ASTM D2950 Standard Test Method for Density of Bituminous Concrete in Place by Nuclear Methods ASTM D3203 Standard Test Method for Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures ASTM D3665 Standard Practice for Random Sampling of Construction Materials ASTM D3666 Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials ASTM D4125 Standard Test Methods for Asphalt Content of Bituminous mixtures by the Nuclear Method ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4791 Standard Test Method for Plat Particles,EIongated Particles,or Flat and Elongated Particles in Coarse Aggregate ASTM D4867 Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures ASTM D5444 Standard Test Method for Mechanical Size Analysis of Extracted Aggregate ASTM D5581 Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) ASTM D6307 Standard Test Method for Asphalt Content of Hot-Mix Asphalt by Ignition Method ASTM D6926 Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus ASTM D6927 Standard Test Method for Marshall,Stability and Flow of Bituminous Mixtures ASTM D6752 Standard Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Automatic Vacuum Sealing Method i ASTM El I Standard Specification for Woven Wire Test Sieve Cloth and Test Sieves ASTM E178 Standard Practice for Dealing with Outlying Observations P-403-23 7/21/2014 AC 150/5370-10G AASHTO T030 Standard Method of Test for Mechanical Analysis of Extracted Aggregate AASHTO T110 Standard Method of Test for Moisture or Volatile Distillates in Hot Mix Asphalt (HMA) AASHTO T275 Standard Method of Test for Bulk Specific Gravity(Gmb) of Compacted Hot Mix Asphalt(HMA)Using Paraffin-Coated Specimens). Asphalt Institute Handbook MS-26 Asphalt Binder Asphalt Institute MS-2 Mix Design Manual, 7th Edition MATERIAL REQUIREMENTS ASTM D242 Standard Specification for Mineral Filler for Bituminous Paving Mixtures ASTM D946 Standard Specification for Penetration-Graded Asphalt Cement for Use in Pavement Construction ASTM D3381 Standard Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction ASTM D4552 Standard Practice for Classifying Hot-Mix Recycling Agents ASTM D6373 Standard Specification for Performance Graded Asphalt Binder END OF ITEM P-403 r a 5 4 24 of 24 Item P-403 Hot Mix Asphalt(HMA)Pavements(Base,Leveling or Surface Course) } 7/21/2014 AC 150/5370•-10G t ITEM P-602 BITUMINOUS PRIME COAT DESCRIPTION 602-1.1 This item shall consist of an application of bituminous material on the prepared base course in accordance with these specifications and in reasonably close conformity to the lines shown on the plans. MATERIALS 602-2.1 BITUMINOUS MATERIAL. The bituminous material shall be an emulsified asphalt indicated in ASTM D3628 as a bituminous application for prime coat appropriate to local conditions or as designated by the Engineer. CONSTRUCTION METHODS 602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing surface is dry; the atmospheric temperature is 50°F (10°C) or above, and the temperature has not been below 357 (2°C) for the 12 hours prior to application; and when the weather is not foggy or rainy. The temperature requirements may be waived when directed by the Engineer. r 602-3.2 EQUIPMENT. The equipment shall include a self-powered pressure bituminous material distributor and equipment for heating bituminous material. Provide a distributor with pneumatic tires of such size and number that the load produced on the base i surface does not exceed 65.0 psi (4.5 kg/sq cm) of tire width to prevent rutting, shoving or otherwise damaging the base, surface or other layers in the pavement structure. Design and equip the distributor to spray the bituminous material in a uniform coverage at the specified temperature, at readily determined and controlled rates from 0.05 to 2.0 gallons per square yard (0.23 to 9.05 L/square meter), with a pressure range of 25 to 75 psi (172.4 to 517.1 kPa) and with an allowable variation from the specified rate of not more than +5%, and at variable widths. Include with the distributor equipment a separate power unit for the bitumen pump, full-circulation spray bars, tachometer, pressure gauges, volume-measuring devices, adequate heaters for heating of materials to the proper application temperature, a thermometer for reading the temperature of tank contents, and a hand hose attachment suitable for applying bituminous material manually to areas inaccessible to the distributor. Equip the distributor to circulate and agitate the bituminous material during the heating process. If the distributor is not equipped with an operable quick shutoff valve, the prime operations shall be started and stopped on building paper. The Contractor shall remove blotting sand prior to asphalt concrete lay down operations at no additional expense to the Owner. A power broom and power blower suitable for cleaning the surfaces to which the bituminous coat is to be applied shall be provided. 602-3.3 APPLICATION FOR BITUMINOUS MATERIAL. Immediately before applying the prime coat, the full width of the surface to be primed shall be swept with a power broom to remove all loose dirt and other objectionable material. Item P-602 Bituminous Prime Coat 1 of 4 II C 150/5370-1OG 7/21/2014 ti The bituminous material shall be uniformly applied with a bituminous distributor at the rate of 0.15 to 0.30 gallons per square yard (0.68 to 1.36 liters per square meter) depending on the base course surface texture. The type of bituminous material and application rate shall be approved by the Engineer prior to application. Following application of the bituminous material and prior to application of the succeeding layer of pavement, allow the bituminous coat to cure and to obtain evaporation of any volatiles or moisture. Maintain the coated surface until the succeeding layer of pavement is placed, by protecting the surface against damage and by repairing and recoating deficient areas. Allow the prime coat to cure without being disturbed for a period of at least 48 hours or longer, as may be necessary to attain penetration into the treated course. Furnish and spread enough sand to effectively blot up and cure excess bituminous material. Keep traffic off surfaces freshly treated with bituminous material. Provide sufficient warning signs and barricades so that traffic will not travel over freshly treated surfaces. 602-3.4 TRIAL APPLICATIONS. Before providing the complete bituminous coat, the Contractor shall apply three lengths of at least 100 feet(30 m) for the full width of the distributor bar to evaluate the amount of bituminous material that can be satisfactorily applied with the equipment. Apply three different trial application rates of bituminous materials within the application range specified in paragraph 602-3.3. Other trial applications will be made using various amounts of material as deemed necessary by the Engineer. 602-3.5 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. The Contractor shall provide a statement of source and character of the proposed bituminous material which must be submitted to and approved by the Engineer before any shipment of bituminous materials to the project. The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of bituminous material shipped to the project. The test reports shall be provided to and approved by the Engineer before the bituminous material is applied. If the bituminous material does not meet the specifications, it shall be replaced at the Contractor's expense. Furnishing the vendor's certified test report for the bituminous material shall not be interpreted as basis for final acceptance. 602-3.6 FREIGHT AND WEIGH BILLS. The Contractor shall submit waybills and delivery tickets during the progress of the work. Before the final estimate is allowed, file with the Engineer certified waybills and certified delivery tickets for all ' bituminous materials used in the construction of the pavement covered by the contract. Do not remove bituminous material from storage until the initial outage and temperature measurements have been taken. The delivery or storage units will not be released until the final outage has been taken. METHOD OF MEASUREMENT 602-4.1 The bituminous material for prime coat shall not be measured for separate payment. I BASIS OF PAYMENT a 602-5.1 No separate payment will be made for prime coat. Prime coat shall include all materials, and all preparation, delivery, and application of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. TESTING REQUIREMENTS ASTM D1250 Standard Guide for Use of the Petroleum Measurement Tables 2 of 4 Item P-602 Bituminous Prime Coat 7/21/2014 AC 150/5370-1OG MATERIAL REQUIREMENTS ASTM D977 Standard Specification for Emulsified Asphalt ASTM D2028 Standard Specification for Cutback Asphalt(Rapid-Curing Type) ASTM D2397 Standard Specification for Cationic Emulsified Asphalt ASTM D3628 Standard Practice for Selection and Use of Emulsified Asphalts END OF ITEM P-602 t i L �1 J 7 Item P-602 Bituminous Prime Coat 3 of 4 C 150/5370-1OG 7/21/2014 I Intentionally Left Blank 4 i i 1 1 4 of 4 Item P-602 Bituminous Prime Coat 7/21/2014 AC 15015370-10G ITEM P-603 BITUMINOUS TACK COAT DESCRIPTION 603-1.1 This item shall consist of preparing and treating a bituminous or concrete surface with bituminous material in accordance with these specifications and in reasonably close conformity to the lines shown on the plans. MATERIALS 603-2.1 BITUMINOUS MATERIALS. The bituminous material shall be an emulsified asphalt indicated in ASTM D3628 as a bituminous application for tack coat appropriate to local conditions or as designated by the Engineer. ' CONSTRUCTION METHODS 603-3.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is dry and the atmospheric temperature is 50°F (I O°C)or above;the temperature has not been below 35°F(2°C)for the 12 hours prior to application; and when the weather is not foggy or rainy. The temperature requirements may be waived when directed by the Engineer. 603-3.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous material. Provide a distributor with pneumatic tires of such size and number that the load produced on the base surface does not exceed 65.0 psi (4.5 kg/sq cm) of tire width to prevent rutting, shoving or otherwise damaging the base, surface or other layers in the pavement structure. Design and equip the distributor to spray the bituminous material in a uniform coverage at the specified temperature, at readily determined and controlled rates from 0.05 to 2.0 gallons per square yard (0.23 to 9.05 L/square meter), with a pressure range of 25 to 75 psi (172.4 to 517.1 kPa) and with an allowable variation from the specified rate of not more than±5%, and at variable widths. Include with the distributor equipment a separate power unit for the bitumen pump, full-circulation spray bars, tachometer, pressure gauges, volume-measuring devices, adequate heaters for heating of materials to the proper application temperature, a thermometer for reading the temperature of tank contents, and a hand hose attachment suitable for applying bituminous material manually to areas inaccessible to the distributor.Equip the distributor to circulate and agitate the bituminous material during the heating process. If the distributor is not equipped with an operable quick shutoff valve, the tack operations shall be started and stopped on building paper. The Contractor shall remove blotting sand prior to asphalt concrete lay down operations at no additional expense to the Owner. A power broom and/or power blower suitable for cleaning the surfaces to which the bituminous tack coat is to be applied shall be provided. 603-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat, the full width of surface to be treated shall be swept with a power broom and/or power blower to remove all loose dirt and other objectionable material. j Emulsified asphalt shall be diluted by the addition of water when directed by the Engineer and shall be applied a sufficient time in advance of the paver to ensure that all water has evaporated before the overlying mixture is placed on the tacked surface. P-603-1 The bituminous material including vehicle shall be uniformly applied with a bituminous distributor at the rate of 0.05 to 0.10 gallons per square yard(0.20 to 0.50 liters per square meter)depending on the condition of the existing surface. The type of bituminous material and application rate shall be approved by the Engineer prior to application. After application of the tack coat,the surface shall be allowed to cure without being disturbed for the period of time necessary to permit drying and setting of the tack coat. This period shall be determined by the Engineer. The Contractor shall protect the tack coat and maintain the surface until the next course has been placed. 603-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. The Contractor shall provide a statement of source and character of the proposed bituminous material which must be submitted and approved by the Engineer before any shipment of bituminous materials to the project. The Contractor shall furnish the vendor's certified test reports for each carload,or equivalent,of bituminous material shipped to the project. The tests reports shall be provided to and approved by the Engineer before the bituminous material is applied. If the bituminous material does not meet the specifications, it shall be r replaced at the Contractor's expense. Furnishing the vendor's certified test report for the bituminous material shall not be interpreted as a basis for final acceptance. 603-3.5 FREIGHT AND WEIGH BILLS. The Contractor shall submit waybills and delivery tickets, during progress of the work. Before the final statement is allowed, file with the Engineer certified waybills and certified delivery tickets for all bituminous materials used in the construction of the pavement covered by the contract. Do not remove bituminous material from storage until the initial outage and temperature measurements have been taken. The delivery or storage units will not be released until the final outage has been taken. METHOD OF MEASUREMENT 603-4.1 The bituminous material for tack coat will not be measured for separate payment. BASIS OF PAYMENT ' 603.5-1 No separate payment will be made for tack coat. Tack coat shall include all materials, and all preparation,delivery, and application of these materials,and for all labor,equipment,tools,and incidentals ti necessary to complete the item. MATERIAL REQUIREMENTS ASTM D633 Standard Volume Correction Table for Road Tar ASTM D977 Standard Specification for Emulsified Asphalt ASTM D1250 Standard Guide for Use of the Petroleum Measurement Tables ASTM D2028 Standard Specification for Cutback Asphalt(Rapid-Curing Type) ASTM D2397 Standard Specification for Cationic Emulsified Asphalt ASTM D3628 Standard Practice for Selection and Use of Emulsified Asphalts 5 4 END ITEM P-603 P-603-2 10/31/2017 AC 150/5370-1OH Item P-608-R RapidCure Seal Coat DESCRIPTION 608-R-1.1 This item shall consist of the application of an asphalt surface treatment composed of natural and refined asphalt materials,additives,and light oils,for taxiways and runways with the application of a suitable aggregate to maintain adequate surface friction,and airfield secondary and tertiary pavements including aprons, shoulders,overruns,roads,parking areas,and other general applications with or without aggregate applied.The asphalt surface treatment shall be applied in accordance with these specifications,and as shown on the plans or as directed by the Engineer. The terms seal coat, asphalt sealer,and asphalt material are interchangeable throughout this specification. The term asphalt means natural and refined asphalt materials in this specification. 608-R-1.2 Quantities of materials per square yard (square meter).The approximate amounts of materials per square yard(square meter) for the asphalt surface treatment shall be as provided in the table for the treatment area(s) at the specified rate(s) as noted on the plans. The actual application rates will vary within the range specified to suit field conditions and will be recommended by the manufacturer's representative for control strip evaluations, and production rates will be approved by the Engineer from the test area/sections evaluation. Application Rate Dilution Quantity of Sealer Quantity of Rate gal/yd2(1/m2) Aggregate lb/yd'(kg/m2) a 1 N/A 0.08-0.15 0.40-0.50 (0.36-0.68) (0.11-0.22) MATERIALS 608-R-21 Aggregate.The fine-aggregate material shall be a dry, clean, sound, durable, angular shaped, with highly textured surfaces,manufactured specialty abrasive aggregate.It shall have 100%fractured faces, Si02 content of 55%minimum, CaO of 3%max,with a sand equivalent greater than 85 and a Mohs hardness of 7 or greater. Additional characteristics as outlined in the following table(s). The Contractor shall submit manufacturer's technical data and a manufacturer's certification indicating that the specialty aggregate meets the requirements of the specification to the Engineer prior to start of construction.The aggregate must be approved for use by the Engineer and shall meet the following gradation limits when tested in accordance with ASTM C136: f Item P-608-R RapidCurc Seat Coat 386 10/31/2017 AC 150/5370-IOH i Aggregate Material Gradation Requirements Sieve Designation Percentage by Weight Passing Sieves No. 8 100 No. 14 98-100 No. 16 85-98 No. 30 15-45 No. 50 0-8 No. 70 0-2 Typical Fine-Aggregate Characteristics Test Standard Range Micro-Deval ASTM D7428 15%max Magnesium Sulfate Soundness ASTM C88 %max Aggregate Angularity ASTM C1252—Test Method A 5%min Moisture Content(%) ASTM C566 2%max r ulk Dry Specific Gravity ASTM C128 2.6-3.0 Absorption ASTM D2216 3%max Mohs Hardness Mohs Scale 7 min The Contractor shall provide a certification showing analysis and properties of the material delivered for use on the project. The Contractor's certification may be subject to verification by testing the material delivered for use on the project. f 608-R-2.2 Asphalt material. The asphalt material base residue shall contain not less than 40% gilsonite,or uintaite, and shall not contain any tall oil pitch or coal tar material. The material shall be compatible with asphaltic concrete, and have a 5-year minimum proven performance record at airports with similar climatic conditions. The solvent-based RapidCure material shall meet the following properties: _3 3 I S Item P-608-R RapidCure Seat Coat 386 10/31/2017 AC 150/5370-10H Properties for Asphalt Sealing Material Properties Specification Limits Kinematic Viscosity at 140°F(60°C) ASTM D4402 10-30 cSt Percent Residue by Distillation ASTM D402 30-45% Tests on Residue from Distillation Properties Specification Limits Penetration at 77F (25°C) ASTM D5 2-12 dmm Softening Point ASTM D36 180-200 Solubility in 1,1,1 Trichloroethylene ASTM D2042 99%min. HCI Precipitation Value 18-25 The Contractor shall provide a copy of the manufacturer's Certificate of Analysis(COA) for the asphalt sealer delivered to the project. If the asphalt sealer is diluted at other than the manufacturer's facility, the Contractor shall provide a supplemental COA from an independent laboratory verifying the asphalt sealer properties. The COA shall be provided to and approved by the Engineer before the asphalt material is applied. The furnishing of the vendor's certified test report for the asphalt material shall not be interpreted as a basis for final acceptance. The manufacturer's COA may be subject to verification by testing the material delivered for use on the project. The asphalt scaling material must be applied in an undiluted form;the storage and handling temperature shall be between 507 (10°C) and 100°F (38°C);no material heating or proximal flame shall be allowed;the material is flammable. f APPLICATION RATE 608-R-3.1 Material performance for runway and high-speed taxiway projects. The Contractor shall submit to the Engineer information from previous airport projects which used the RapidCure seal coat materials, including technical details on sealcoat material application rates, aggregate rates, friction tests, and Point-Of-Contact at these airports to confirm use and success of the RapidCure sealer with aggregate. Seal coat material submittal without required friction performance will not be approved. Friction tests performed on this project cannot be used as a substitute of this requirement. 608-R-3.2 Control areas and control sections. A qualified manufacturer's representative shall be present in the field to assist the Contractor in applying control areas and/or control sections to determine the appropriate application rate of both sealer and aggregate to be evaluated and approved by the Engineer. Item P-608-R RapidCure Seal Coat 386 I 10/31/2017 AC 15015370-1OH A test area and/or section shall be applied for each differing asphalt pavement surface identified in the roject. The control arca(s) and/or control section(s)shall be used to determine the material application rate(s) of both sealer and aggregate prior to full production. The same equipment and method of operation shall be utilized on the control area(s)and/or control section(s) as will be utilized on the remainder of the work. a.For taxiway,taxilane and apron surfaces.Prior to full application,the Contractor shall place test areas at varying application rates as advised by the manufacturer's representative and acceptable to the Engineer to determine appropriate application rate(s). The test areas will be Iocated on representative section(s) of the pavement to receive the asphalt surface treatment designated by the Engineer. b.For runway and high-speed exit taxiway surfaces. Prior to full application,the Contractor shall place a series of control sections a minimum of 300 feet(90 m) long by 12 feet(3.6 m) wide, or width of anticipated application,whichever is greater, at varying application rates as recommended by the manufacturer's representative and acceptable to the Engineer to determine appropriate application rate(s). The control sections should be separated by a minimum of 200 feet between control sections. The area to be tested will be located on a representative section of the pavement to receive the asphalt surface treatment designated by the Engineer. The control strips should be placed under similar field conditions as anticipated for the actual application. Before beginning the control section(s),the skid resistance of the existing pavement shall be determined for each control section with a continuous friction measuring equipment(CFME). The skid resistance of existing pavement can be immediately adjacent to the control section or at the same location as the control section if testing prior to application. The Contractor may begin testing the skid resistance of runway and high-speed exit taxiway control sections after application of the asphalt surface treatment has fully cured, generally 2 to 4 hours after application of the control strips depending on site conditions. Aircraft shall not be permitted on the runway or high-speed exit taxiway control sections until such time as the Contractor validates that its surface friction meets the maintenance planning friction levels in AC 150/5320-12, Table 3-2 when tested at speeds of 40 and 60 mph(65 and 95 km/h)wet with approved CFME. c. Control strip. If the control section should prove to be unsatisfactory,necessary adjustments to the application rate,placement operations, and equipment shall be made. Additional control sections shall be placed and additional skid resistance tests performed and evaluated. Full production shall not begin without the Engineer's approval of an appropriate application rate(s). Acceptable control sections shall be paid for in accordance with paragraph 608-R-8.1. CONSTRUCTION METHODS 608-R-4.1 Worker safety. The Contractor shall obtain a Safety Data,Sheet(SDS) for both the asphalt sealer product and aggregate and require workmen to follow the manufacturer's jrecommended safety precautions. 608-R-4.2 Weather limitations. The asphalt sealer shall be applied only when the existing pavement surface is dry and when the weather is not foggy,rainy, or when the wind velocity will prevent the uniform application of the material.No material shall be applied when dust or aggregate is blowing or when = rain is anticipated within four(4)hours of application completion. The atmospheric temperature and the pavement surface temperature shall both be above 55°F (IVC) and rising. During application, account for wind drift. Cover existing buildings, structures,runway edge lights,taxiway edge lights, informational signs,retro-reflective marking and in-pavement duct markers as necessary to protect against overspray before applying the sealer. Should sealer get on any light or marker fixture, rtem P-608-R RapidCure Seal Coat 386 10/31/2017 AC 15015370-1OH promptly clean the fixture. If cleaning is not satisfactory to the Engineer, the Contractor shall replace any light, sign or marker with equivalent equipment at no cost to the Owner. 608-R-4.3 Equipment and tools. The Contractor shall furnish all equipment,tools, and machinery necessary for the performance of the work. d.Pressure distributor.The sealer shall be applied with a manufacturer-approved computer rate- controlled asphalt distributor.The equipment shall be in good working order and contain no contaminants or diluents in the tank. Spray bar tips must be clean, free of burrs,and of a size to maintain an even distribution of the sealer. Any type of tip or pressure source is suitable that will maintain predetermined flow rates and constant pressure during the application process with application speeds under eight(8)miles per hour(13 km per hour)or seven(700) feet per minute(213 m per minute).The Contractor will provide verification of truck set-up(via a test-shot area), including but not limited to, nozzle tip size appropriate for application per nozzle manufacturer, spray-bar height and pressure and pump speed appropriate for the viscosity and temperature of sealer material, evidence of triple-overlap spray pattern,lack of leaks, and any other factors relevant to ensure the truck is in good working order before use. The distributor truck shall be equipped with a 12-foot(3.7-m),minimum, spray bar with individual nozzle control. The distributor truck shall be capable of specific application rates in the range of 0.05 to 0.25 gallons per square yard(0.15 to 0.80 liters per square meter).These rates shall be computer-controlled rather than mechanical.The distributor truck shall have an easily accessible thermometer that constantly monitors the temperature of the sealer, and have an operable mechanical tank gauge that can be used to cross-check the computer accuracy. The distributor truck shall effectively mix the material prior to application. The distributor shall be equipped with a hand sprayer to spray the sealer in areas not accessible to the distributor truck. e. Aggregate spreader.The asphalt distributor truck will be equipped with an aggregate spreader mounted to the distributor truck that can apply aggregate to the sealer in a single pass operation without driving through wet sealer. The aggregate spreader shall be equipped with a variable control system capable of uniformly distributing the aggregate at the specified rate at varying application widths and speeds. The aggregate spreader must be adjusted to produce an even and accurate application of specified aggregate. The aggregate spreader shall have a minimum hopper capacity of at least 3,000 pounds (1361 kg) of aggregate. Push-type hand spreaders will be allowed for use around lights, signs and other obstructions,if necessary. J f. Power broom/blower.A power broom and/or blower shall be provided for removing loose material from the surface to be treated. Item P-608-R RapidCure Seal Coat 386 10/31/2017 AC 15015370-10H d. Equipment calibration. Asphalt distributors must be calibrated within the same construction season in accordance with ASTM D2995. The Contractor must furnish a current calibration certification for the asphalt distributor truck from any State or other agency as approved by the Engineer. 608-R-4.4 Preparation of asphalt pavement surfaces. Clean pavement surface immediately prior to f placing the seal coat so that it is free of dust, dirt, grease,vegetation, oil or any type of objectionable surface film.Remove oil or grease from the asphalt pavement by scrubbing with a detergent, washing thoroughly with clean water, and treating these areas with the oil spot primer. Any additional surface preparation, such as crack repair, shall be in accordance with P 101-3.6. 608-R-4.5 Application of asphalt sealer. The asphalt sealer shall be applied using a pressure distributor upon the properly prepared, clean and dry surface at the application rate recommended by the 9manufacturer's representative and approved by the Engineer from the test area/sections evaluation for each designated treatment area. The asphalt sealer should be applied at a temperature between 50°F (10°C) and 100°F (38°C)or in accordance with the manufacturer's recommendation. Pavement surfaces which have excessive runoff of seal coat due to excessive amount of material being lapplied or excessive surface grade shall be treated in two or more applications, if feasible, to the specified application rate at no additional cost to the Owner. Each additional application shall be performed after the prior application of material has penetrated into the pavement. If low spots and depressions greater than 1/2 inch(12 mm)in depth in the pavement surface cause ponding or puddling of the applied materials,the pavement surface shall be lightly broomed with a broom or brush type squeegee.Brooming shall continue until the pavement surface is free of any pools of excess material. Ponding and/or puddling shall not cause excessive pavement tackiness and/or ' additional distress. During all applications,the surfaces of adjacent structures shall be protected to prevent their being spattered or marred. Asphalt materials shall not be discharged into borrow pits or gutters or on the airport area. 608-R-4.6 Application of aggregate material.Immediately following the application of the asphalt sealer, aggregate at the rate recommended by the manufacturer's representative and approved by the Engineer from the test area/sections evaluation for each designated application area, shall be spread uniformly over the asphalt sealer in a single-pass operation simultaneous with the sealer application. The sealer material and aggregate shall be applied simultaneously in a single pass operation, so as to not drive through the applied fresh sealer. The aggregate shall be spread to the same width of application as the asphalt material and shall not be applied in such thickness as to cause blanketing. Sprinkling of additional aggregate material, and spraying additional asphalt material over areas that show up having insufficient cover or bitumen, shall be done by hand whenever necessary. In areas where hand work is necessitated,the aggregate shall be applied before the sealant begins to break. Minimize aggregate from being broadcast and accumulating on the untreated pavement adjacent to an application pass. Prior to the next application pass,the Contractor shall clean areas of excess or loose aggregate and remove from project site. QUALITY CONTROL (QC) -1 608-R-51 Manufacturer's representation. The manufacturer's representative shall have knowledge of the material,procedures,and equipment described in the specification and shall be responsible for assisting the Engineer in determining the appropriate application rates of the seal coat and aggregate, as well as recommendations for proper preparation and start-up of seal coat application control strip. Item P-608-R RapidCure Seal Coat 386 10/31/2017 AC 150/5370-10H Documentation of the manufacturer representative's experience and knowledge for applying the seal coat product shall be furnished to the Engineer a minimum of 10 work days prior to placement of the control sections. The cost of the manufacturer's representative shall be included in the Contractor's bid price. 608-R-5.2 Contractor qualifications. The Contractor shall provide the Engineer with the seal coat Contractor's qualifications for applicators,personnel and equipment. The Contractor shall also provide documentation that the seal coat Contractor is qualified to apply the seal coat and to have made at least three(3) applications similar to this project in the past two (2)years. MATERIAL ACCEPTANCE 608-R-6.1 Friction tests. Friction tests in accordance with AC 150/5320-12,Measurement, Construction, and Maintenance of Skid-Resistant Airport Pavement Surfaces, shall be accomplished on all runway and high-speed taxiways that have received a seal coat. The Contractor shall coordinate i testing with the Engineer. Each test includes performing friction tests at 40 mph and 60 mph(65 or 95 km/h)both wet, 15 feet(4.5 m)to each side of runway centerline. A control friction test shall be run within 30 days prior to application of the seal coat to runway and/or high-speed taxiways and another friction test shall be run after application of the seal coat to the entire project. Another Friction test shall be run between one hundred eighty(180)and three hundred sixty(360) days after seal coat application. he Engineer shall be present for testing and the Contractor shall provide a written report of friction test results. METHOD OF MEASUREMENT 608-R-7.1 Asphalt surface treatment.The quantity of asphalt surface treatment shall be measured by the square yards of material applied in accordance with the plans and specifications and accepted ' by the Engineer. The Contractor must furnish the Engineer with the certified weigh bills when materials are received for the asphalt material used under this contract. The Contractor must not remove material from the tank car or storage tank until initial amounts and temperature measurements have been verified. BASIS OF PAYMENT 608-R-8.1 Payment shall be made at the contract unit price per square yard for the asphalt surface treatment applied and accepted by the Engineer, and the contract unit price per lump sum for runway friction testing. This price shall be full compensation for all surface preparation,furnishing all materials, delivery and application of these materials, for all labor, equipment,tools, and incidentals necessary to complete the item and any costs associated with furnishing a qualified manufacturer's representative to assist with control strips. The friction testing and all work required to meet AC 150/5320-12. i Payment will be made under: Item P-608-R-8.1 Asphalt Surface Treatment—per square yard Item.P-608-R-8.2 Runway and High Speed Exit Taxiway Friction Testing per lump sum Item P-608-R RapidCure Seal Coat 386 10/31/2017 AC 150/5370-1OH REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International(ASTM) ASTM C88 Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM C117 Standard Test Method for Materials Finer than 75 jim(No. - 200) Sieve in Mineral Aggregates by Washing ASTM C128 Standard Test Method for Relative Density(Specific Gravity) and Absorption of Fine Aggregate ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying ASTM C1252 Standard Test Methods for Uncompacted Void Content of Fine Aggregate ASTM D5 Standard Test Method for Penetration of Asphalt Materials ASTM D36 Standard Test Method for Softening Point of Bitumen (Ring-and-Bail Apparatus) ASTM D402 Standard Test Method for Distillation of Cutback Asphalt ASTM D2042 Standard Test Method for Solubility of Asphalt Materials in Trichloroethylene ASTM D2216 Standard Test Methods for Laboratory Determination of Water(Moisture) Content of Soil and Rock by Mass ASTM D2995 Standard Practice for Estimating Application Rate of Bituminous Distributors ASTM D4402 Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer a ASTM D5340 Standard Test Method for Airport Pavement Condition Index Surveys ASTM D6433 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys ASTM D6997 Standard Test Method for Distillation of Emulsified Asphalt ASTM D7428 Standard Test Method for Resistance of Fine Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus Advisory Circulars(AC) Item P-608-R RapidCure Seal Coat 386 I 10/31/2017 AC 150/5370-10H AC 150/5320-12 Measurement, Construction, and Maintenance of Skid- Resistant Airport Pavement Surfaces AC 15015320-17 Airfield Pavement Surface Evaluation and Rating(PASER) Manuals AC 150/5380-6 Guidelines and Procedures for Maintenance of Airport Pavements AC 15015380-7 Airport Pavement Management Program(PMP) END OF ITEM P-608-R i 1 Item.P-608-R RapidCure Seal Coat 386 10/31/2017 AC 150/5370-10H Page intentionally left blank. Item P-608-R RapidCure Seal Coat 386 AC 150/5370-1O0 7/21/2014 ITEM P-620 RUNWAY AND TAXIWAY MARKING DESCRIPTION 620-1.1 This item shall consist of the preparation and painting of numbers, markings, and stripes on the surface of runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on the plans, or as directed by the Engineer. The terms "paint" and"marking material" as well as "painting" and"application of markings" are interchangeable throughout this specification. MATERIALS 620-2.1 MATERIALS ACCEPTANCE.The Contractor shall furnish manufacturer's certified test reports for materials shipped to the project. The certified test reports shall include a statement that the materials meet the specification requirements. The reports can be used for material acceptance or the Engineer may perform verification testing. The reports shall not be interpreted as a basis for payment. The Contractor shall notify the Engineer upon arrival of a shipment of materials to the site. All material shall arrive in scaled containers 55 gallons or smaller for inspection by the Engineer.Material shall not be loaded into the equipment until inspected by the Engineer. 620-2.2 MARKING MATERIALS. Paint shall be waterborne in accordance with the requirements of paragraph 620-2.2 a. Paint shall be furnished in White - 37925, Yellow — 33538 or 33655, and Black- 37038 in accordance with Federal Standard No. 595. a. Waterborne. Paint shall meet the requirements of Federal Specification TT-P-1952E, Type III. The non-volatile portion of the vehicle for all paint types shall be composed of a 100% acrylic polymer as determined by infrared spectral analysis. The acrylic resin used for Type III shall be 100%cross linking acrylic as evidenced by infrared peaks at wavelengths 1568, 1624, and 1672 cm-1 with intensities equal to those produced by an acrylic resin known to be 100%cross linking. b. Preformed Thermoplastic Airport Pavement Markings. Markings must be composed of ester modified resins in conjunction with aggregates, pigments, and binders that have been factory produced as a finished product. The material must be impervious to degradation by aviation fuels, j motor fuels, and lubricants. (1) The markings must be able to be applied in temperatures as low as 35°F without any special storage,preheating, or treatment of the material before application. (a) The markings must be supplied with an integral,non-reflectorized black border. (2) Graded glass beads. (a) The material must contain a minimum of 30% intermixed graded glass beads by weight. The intermixed beads shall conform to Federal Specification TT-B-1325D, _ Type I,gradation A. (b) The material must have factory applied coated surface beads in addition to the intermixed beads at a rate of one(1)lb(0.45 kg)(LL 10%)per 10 square feet(I sq m). These factory applied coated surface beads shall have a minimum of 90% true spheres,minimum refractive index of 1.50, and meet the following gradation. P-620-1 i AC 150/5370-IOG 7/21/2014 Size Gradation Retained, % Passing, % U.S. Mesh µm 12 1700 0-2 98 - 100 14 1400 0-3.5 96.5 - 100 16 1180 2 -25 75 - 98 18 1000 28 - 63 37 - 72 20 850 63 - 72 28 - 37 30 600 67 -77 23 - 33 50 300 89 - 95 5 - 11 80 200 97 - 100 0 - 3 (3) Heating indicators. The material manufacturer shall provide a method to indicate that the material has achieved satisfactory adhesion and proper bead embedment during application and that the installation procedures have been followed. (4) Pigments. Percent by weight. (a) White: Titanium Dioxide, ASTM D476,type II shall be 10% minimum. (b) Yellow and Colors: Titanium Dioxide, ASTM D476,type II shall be 1%minimum. ' Organic yellow, other colors, and tinting as required to meet color standard. (5) Prohibited materials. The manufacturer shall certify that the product does not contain mercury,lead,hexavalent chromium,halogenated solvents,nor any carcinogen as defined in 29 CFR 1910.1200 in amounts exceeding permissible limits as specified in relevant Federal Regulations. (b) Daylight directional reflectance. (a) White: The daylight directional reflectance of the white paint shall not be less than -' 75%(relative to magnesium oxide),when tested in accordance with ASTM E2302. (b) Yellow: The daylight directional reflectance of the yellow paint shall not be less than 45% (relative to magnesium oxide), when tested in accordance with ASTM E2302. The x and y values shall be consistent with the Federal Hegman yellow color standard chart for traffic yellow standard 33538, or shall be consistent with the tolerance listed below: x .462 x .470 x .479 x .501 y .438 y .455 y .428 y .452 O Skid resistance. The surface, with properly applied and embedded surface beads, must provide a minimum resistance value of 45 BPN when tested according to ASTM E303. (8) Thickness. The material must be supplied at a nominal thickness of 65 mil(1.7 mill). (9) Environmental resistance. The material must be resistant to deterioration due to exposure to sunlight, water, salt, or adverse weather conditions and impervious to aviation fuels, gasoline, and oil. ' (10) Retroreflectivity.The material,when applied in accordance with manufacturer's guidelines, must demonstrate a uniform level of nighttime retroreflection when tested in accordance to ASTM E1710. P-620-2 i AC 150/5370-1 OG 7/21/2014 (I1) Packaging. Packaging shall protect the material from environmental conditions until installation. (12) Preformed thermoplastic airport pavement marking requirements. (a) The markings must be a resilient thermoplastic product with uniformly distributed glass beads throughout the entire cross-sectional area. The markings must be resistant to the detrimental effects of aviation fuels, motor fuels and lubricants, hydraulic fluids, deicers, anti-icers, protective coatings, etc. Lines, legends, and symbols must be capable of being affixed to asphalt and/or Portland cement concrete pavements by the use of a large radiant heater. Colors shall be available as required. (b) The markings must be capable of conforming to pavement contours, breaks, and faults through the action of airport traffic at normal pavement temperatures. The markings must be capable of fully conforming to grooved pavements, including pavement grooving per advisory circular (AC) 150/5320-12, current version. The markings shall have resealing characteristics, such that it is capable of fusing with itself and previously applied thermoplastics when heated with a heat source per manufacturer's recommendation. (c) Multicolored markings must consist of interconnected individual pieces of preformed thermoplastic pavement marking material, which through a variety of colors and patterns,make up the desired design. The individual pieces in each large marking segment(typically more than 20 feet(6 m)long)must be factory assembled with a compatible material and interconnected so that in the field it is not necessary to assemble the individual pieces within a marking segment. Obtaining multicolored effect by overlaying materials of different colors is not acceptable due to resulting inconsistent marking thickness and inconsistent application temperature in the marking/substrate interface. (d) The marking material must set up rapidly,permitting the access route to be re-opened to traffic after application. (e) The marking material shall have an integral color throughout the thickness of the marking material. f 620-2.3 REFLECTIVE MEDIA. Glass beads shall meet the requirements for Federal Specification TT-B-1325D, Type III, gradation A. Glass beads shall be treated with all compatible coupling agents recommended by the manufacturers of the paint and reflective media to ensure adhesion and embedment. CONSTRUCTION METHODS 620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and when the surface temperature is at least 457(7°C) and rising and the pavement surface temperature is at least 5°F (2.7°C) above the dew point or meets the manufacturer's recommendations. Painting operations shall be discontinued when the surface temperature exceeds 120°F (49°C). Markings shall not be applied when the wind speed exceeds 10 mph unless windscreens are used to shroud the material guns. 620-3.2 EQUIPMENT. -' Equipment shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting equipment as may be necessary to satisfactorily complete the job. P-620-3 AC 150/5370-1OG 7/21/2014 a The mechanical marker shall be an atomizing spray-type or airless-type marking machine suitable for application of traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and without over spray. 620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint,the surface shall be dry and free from dirt,grease, oil,laitance, or other foreign material that would reduce the bond between the paint and the pavement. The area to be painted shall be cleaned by waterblasting, shotblasting,grinding or sandblasting or by other methods as required to remove all contaminants minimizing damage to the pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved in advance by the Engineer. After the cleaning operations, sweeping,blowing, or rinsing with pressurized water shall be performed to ensure the surface is clean and free of grit or other debris left from the cleaning process. Paint shall not be applied to Portland cement concrete pavement until the areas to be painted are clean of curing material. Sandblasting or high-pressure water shall be used to remove curing materials. At least 24 hours prior to remarking existing markings, loose, existing markings must be removed such that 100%of the loose,existing markings are removed.After removal,the surface shall be cleaned of all residue or debris either with sweeping or blowing with compressed air or both. Prior to the initial application of markings, the Contractor shall certify in writing that the surface has been prepared in accordance with the paint manufacturer's requirements, that the application equipment is r appropriate for the t e of marking paint and that environmental conditions are appropriate_ type g p � ppriate for the material p being applied. This certification along with a copy of the paint manufacturer's surface preparation and application requirements must be submitted and approved by the Engineer prior to the initial application of markings. 620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint application. The locations of markings to receive glass beads shall be shown on the plans. i 620-3.5 APPLICATION. r Paint shall be applied at the locations and to the dimensions and spacing shown on the plans.Paint shall not be applied until the layout and condition of the surface has been approved by the Engineer. The edges of the markings shall not vary from a straight line more than 1/2 inch(12 mm) in 50 feet(15 m), and marking dimensions and spacings shall be within the following tolerances: Dimension and Spacing Tolerance 36 inch(910 mm) or less X1/2 inch(12 nun) greater than 36 inch to 6 feet(910 mm to 1.85 m) ±1 inch(25 mm) greater than 6 feet to 60 feet(1.85 in to 18.3 m) +2 inch(50 mm) greater than 60 feet(18.3 m) ±3 inch(76 mm) The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pavement with a marking machine at the rate shown in Table 1.The addition of thinner will not be permitted.A period of 30 days shall elapse between placement of a bituminous surface course or seal coat and application of the paint. Prior to the initial application of markings,the Contractor shall certify in writing that the surface has been prepared in accordance with the paint manufacturer's requirements, that the application equipment is appropriate for the marking paint and that environmental conditions are appropriate for the material being P-620-4 r AC 150/5370-JOG 7/21/2014 applied. This certification along with a copy of the paint manufactures application and surface preparation requirements must be submitted to the Engineer prior to the initial application of markings. 620-3.6 TEST STRIP. Prior to the full application of airfield markings,the Contractor shall produce a test strip in the presence of the Engineer. The test strip shall include the application of a minimum of 5 gallons (4 liters) of paint and application of 35 lbs (159 kg) of Type 1/50 lbs (22.7 kg) of Type III glass beads. The test strip shall be used to establish thickness/darkness standard for all markings. The test strip shall cover no more than the maximum area prescribed in Table 1 (e.g., for 5 gallons (19 liters)of waterborne paint shall cover no more than 575 square feet(53.4 m2). Table 1.Application Rates For Paint And Glass Beads (See Note regarding Red and Pink Paint) Paint Glass Beads,Type Glass Beads, Glass Beads, 1,Gradation A Type III Type IV Square felt per Paint Type gallon, ft /gal Pounds per gallon Pounds per gallon Pounds per gallon of paint-lb/gal of paint-lb/gal of paint-lb/gal (Sq m per liter, (Km (Km per liter of (Kper liter of (Km per liter of M2/1) paint-kg/l) paint-kg/1) paint-kg/1) Waterborne 90 ft2/gal Max 10 lb/gal min Type III (2.2 m2/I) -- (12 kg/1) -- Temporary markings shall be applied to new and existing pavements at approximately 50 percent of the specified application rate (230 Wlgal.). Glass beads are required for temporary markings. Waterborne paint shall be used for temporary markings,and shall be applied after the new pavement has cooled to below 120 °F (49 °C). Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive glass j beads immediately after application of the paint. A dispenser shall be furnished that is properly designed for attachment to the marking machine and suitable for dispensing glass beads. Glass beads shall be applied at the rate shown in Table 1. Glass beads shall not be applied to black paint or green paint. Glass beads I shall adhere to the cured paint or all marking operations shall cease until corrections are made. Different bead types shall not be mixed. Regular monitoring of glass bead embedment should be performed. All emptied containers shall be returned to the paint storage area for checking by the Engineer. The i containers shall not be removed from the airport or destroyed until authorized by the Engineer. 620-3.7 APPLICATION—PREFORMED THEROPLASTIC AIRPORT PAVEMENT MARKINGS. a. Asphalt and Portland cement. To ensure minimum single-pass application time and optimum bond in the marking/substrate interface,the materials must be applied using a variable speed self- propelled mobile heater with an effective heating width of no less than 16 feet(5 m) and a free span between supporting wheels of no less than 18 feet (5.5 m). The heater must emit thermal radiation to the marking material in such a manner that the difference in temperature of 2 inches (50 mm)wide linear segments in the direction of heater travel must be within 5% of the overall average temperature of the heated thermoplastic material as it exits the heater. The material must be able to be applied at ambient and pavement temperatures down to 35°la (2°C) without any preheating of the pavement to a specific temperature. The material must be able to be applied without the use of a thermometer. The pavement shall be clean, dry, and free of debris. A non- P-620-5 AC 150/5370-100 7/21/2014 volatile organic content(non-VOC) sealer with a maximum applied viscosity of 250 centiPoise must be applied to the pavement shortly before the markings are applied. The supplier must enclose application instructions with each box/package. 620-3.8 PROTECTION AND CLEANUP. After application of the markings,all markings shall be protected from damage until dry.All surfaces shall be protected from excess moisture and/or rain and from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work area all debris, waste,loose or unadhered reflective media, and by-products generated by the surface preparation and application operations to the satisfaction of the Engineer. The Contractor shall dispose of these wastes in strict compliance with all applicable state, local, and Federal environmental statutes and regulations. METHOD OF MEASUREMENT 620-4.1 The quantity of runway and taxiway markings to be paid for shall be the number of square feet of paint. F t BASIS OF PAYMENT 620-5.1 Payment shall be made at the respective contract price per square foot. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-620-1 Taxiway Shoulder Marking per square foot TESTING REQUIREMENTS ASTM C371 Standard Test Method for Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders i ASTM D92 Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester ASTM D711 Standard Test Method for No-Pick-Up Time of Traffic Paint ASTM D968 Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive ASTM D 1652 Standard Test Method for Epoxy Content of Epoxy Resins ASTM D2074 Standard Test Method for Total,Primary, Secondary, and Tertiary Amine Values _. of patty Amines by AIternative Indicator Method ASTM D2240 Standard Test Method for Rubber Property-Durometer Hardness jASTM D7585 Standard Practice for Evaluating Retroreflective Pavement Markings Using Portable Hand-Operated Instruments i ASTM E1710 Standard Test Method for Measurement of Retroreflective Pavement Marking j Materials with CEN-Prescribed Geometry Using a Portable Retroreflectometer P-620-6 AC 150/5370-10G 7/21/2014 ASTM E2302 Standard Test Method for Measurement of the Luminance Coefficient Under Diffuse Illumination of Pavement Marking Materials Using a Portable Reflectometer ASTM G154 Standard Practice for Operating Fluorescent Ultraviolet(UV) Lamp Apparatus for Exposure of Nonmetallic Materials MATERIAL REQUIREMENTS ASTM D476 Standard Classification for Dry Pigmentary Titanium Dioxide Products 40 CFR Part 60,Appendix A-7,Method 24 c Determination of volatile matter content,water content, density,volume solids, and weight solids of surface coatings 29 CFR Part 1910.1200 Hazard Communication FED SPEC TT-B-1325D Beads(Glass Spheres)Retro-Reflective American Association of State Highway and Transportation Officials (AASHTO)M247 Standard Specification for Glass Beads Used in Pavement Markings FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne Commercial Item Description A-A-2886B k Paint,Traffic, Solvent Based FED STD 595 Colors used in Government Procurement AC 150/5340-1 Standards for Airport Markings END OF ITEM P-620 - 7 - a P-620-7 AC 150/5370-10G 7/21/2014 Intentionally Left Blank - a - r P-620-8 7/21/2014 AC 15015370-10G ITEM P-631 REFINED COAL TAR EMULSION WITH ADDITIVES,SLURRY SEAL SURFACE TREATMENT DESCRIPTION 631-1.1 This item shall consist of a mixture of emulsified asphalt, mineral aggregate, and water properly proportioned, mixed, and spread on an asphalt pavement surface, including airport pavements serving small airplanes 12,500 lbs or less, roads, and other general applications. The purpose of this refined coal tar emulsion product is to provide a fuel-resistant surface where pavements are subjected to fuel spills. The application of the surface treatment shall be in accordance with these specifications and shall conform to the dimensions shown on the plans or as directed by the Engineer. 631-1.2 GENERAL. This item shall consist of a mixture of refined coal tar emulsion, mineral aggregate, additives, and water properly proportioned, mixed and applied as a slurry seal on new or existing (aged) asphalt concrete pavement. MATERIALS 631-2.1 REFINED COAL TAR EMULSION. A refined coal tar emulsion prepared from a high temperature refined coal tar conforming to the requirements of ASTM D490 for grade 11-12. The use of oil and water gas tar is not allowed. Base refined coal tar emulsion must conform to all requirements of ASTM D5727. a. Health,safety, and environment. The Contractor must provide a complete Material Safety Data Sheet (MSDS) in accordance with U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), Regulations (Standards — 29 CFR, 1910.1200) which establishes the requirement and minimum information for the MSDS for hazardous materials. The MSDS, s Section II, shall include the Chemical Abstracts Service (CAS) registry numbers for all applicable hazardous ingredients in the coal tar emulsion product. The Contractor must provide the manufacturer's certification that the product complies with the Code of Federal Regulation (CFR) Title 40 Protection of Environment. The manufacturer's certification shall address compliance for Air Programs, Part 59, National Volatile Organic Compound Emission Standards for Consumer and Commercial Products (for the airport location) and Water Programs, Part 116,Designation of Hazardous Substances. - 631-2.2 AGGREGATE. The aggregate shall be washed dry silica sand or boiler slag free of dust, trash, clay, organic materials or other deleterious substances. The aggregate shall meet the gradation in Table 1, when tested in accordance with ASTM C136. Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Seal Surface Treatment 1 of 8 AC 150/5370-1OG 7/21/2014 Table 1. Gradation Of Aggregates* Percent Retained Sieve Size Minimum Maximum #20 or coarser (0.850 mm) 0 2 #30 (0.600 mm) 0 12 #40 (0.425 mm) 2 60 #50 (0300 mm) 5 60 #70 (0.212 mm) 5 60 #100 (0.150 mm) 5 30 #140 (0.106 mm) 0 10 #200 (0.075 nim) 0 2 Finer than#200 0 0.3 Table 1 represents the maximum range of aggregate gradations.In all cases the refined coal tar emulsion supplier is to give written approval of the aggregate used in the mix design. 631-2.3 ADDITIVE. As specified by the coal tar emulsion manufacturer. The Contractor shall furnish and install latex rubber additive in the mix. The Contractor shall identify the type and formulation of the latex rubber additive as part of the Job Mix Formula. 631-2.4 WATER. Water for mixing shall be potable, free of harmful soluble salts,and at least 50°F (10°C). 631-2.5 CRACK SEALANT. Crack sealant shall be certified for compatibility with the refined coal tar emulsion by the manufacturer of the refined coal tar emulsion, and approved by the Engineer. 631-2.6 OIL SPOT PRIMER. Oil spot primer shall be certified for compatibility with the refined coal tar emulsion by the manufacturer of the refined coal tar emulsion, and approved by the Engineer. 631-2.7 PAVEMENT PRIMER. Pavement primer shall be certified for compatibility with the refined coal tar emulsion by the manufacturer of the refined coal tar emulsion, and approved by the Engineer. COMPOSITION AND APPLICATION 631-3.1 COMPOSITION. The refined coal tar emulsion seal coat is to consist of a mixture of refined coal tar emulsion, water, additive and aggregate, and be proportioned as shown in Table 2. The composition must have written approval of the coal tar emulsion manufacturer. 1 631-3.2 QUANTITIES OF MATERIALS PER SQUARE YARD (SQUARE METER). 2 of 8 Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Seal Surface Treatment 7/21/2014 AC 150/5370-10G The Contractor shall submit the recommended formulation of water, emulsion, aggregate and application rate proposed for use to a testing laboratory together with sufficient materials to verify the formulation at least fourteen (14) days prior to the start of operations. The mix design shall be within the range shown in the below table. No seal coat shall be produced for payment until a mix has been approved by the Engineer. The formulation shall pass the fuel resistance test in Addendum.A. The mix for each mixture shall be in effect until modified in writing by the Engineer. Table 2. Composition Of Mixture Per 100 Gallons (379 Liters) Of Relined Coal Tar Emulsion Refined Coal Formula Rate of Application of Tar Emulsion Water Additive Aggregate Mix per Square Yard(Liters) Application Gallons Gallons Pounds Gallons (Liters) (Liters) (Liters) Minimum Maximum (Liters) Gallons(Liters) Gallons(Liters) Prime Coat(where required) as specified by the coal tar emulsion manufacturer 1st Seal 100 25-50 4 400 0.12 0.16 Coat (379) (95-190) (15.2) (181) (0.54) (0.72) 2nd Seal 100 25-50 4 400 0.12 0.16 Coat (379) (95-190) (15.2) (181) (0.54) (0.72) 631-3.3 APPLICATION RATE. Application rates are not to exceed 0.20 gal/y&/coat(0.91 liters/m'/coat), and at no time are total coats to exceed 0.51 gal/ydz(2.3 liters/m2). 631-3.4 TEST SECTION. Prior to full production,the Contractor shall prepare a quantity of mixture in the proportions shown in the approved mix design. The amount of mixture shall be sufficient to place a test section a minimum of 250 square yard (209 m2) at the rate specified in the job mix formula. The test area will be designated by the Engineer on a representative section of the pavement to be seal coated. The actual application rate will be determined by the Engineer during placement of the test section and will depend on the condition of the pavement surface. The test section shall be used to verify the adequacy of the mix design and to determine the application rate. The same equipment and method of operations shall be used on the test section that will be used on the remainder of the work. If the test section should prove to be unsatisfactory, the necessary adjustments to the job mix formula, mix composition, application rate, placement operations, and equipment shall be made. Additional test 1 sections shall be placed and evaluated, if required. Full production shall not begin without the Engineer's approval. Acceptable test sections shall be paid for in accordance with paragraph 631-7.1. A qualified manufacturer's representative shall be present in the field to assist the Contractor in applying test areas and/or test sections to determine the optimum application rate of both emulsion and sand. J CONSTRUCTION METHODS 631-4.1 WEATHER LIMITATIONS. The seal coat shall not be applied when the surface is wet or when the humidity or impending weather conditions will not allow proper curing. The seal coat shall be applied only when the atmospheric or Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Seal Surface Treatment 3 of 8 AC 150/5370-IOG 7/21/2014 pavement temperature is 50°F (10°C) and rising and is expected to remain above 50°F (10°C) for 24 hours,unless otherwise directed by the Engineer. 631-4.2 EQUIPMENT AND TOOLS. The Contractor shall furnish all equipment, tools, and machinery necessary for the performance of the work. a. Distributors. Distributors or spray units used for the spray application of the seal coat shall be self-propelled and capable of uniformly applying 0.12 to 0.55 gallons per square yard (0.54 to 2.5 liters per square meter) of material over the required width of application. Distributors shall be equipped with removable manhole covers, tachometers, pressure gauges, and volume- measuring devices. The mix tank shall have a mechanically powered, full-sweep, mixer with sufficient power to move and homogeneously mix the entire contents of the tank. The distributor shall be equipped with a positive placement pump so that a constant pressure can be maintained on the mixture to the spray nozzles. b. Mixing equipment. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predetermined proportion of aggregate, water, and emulsion, and of discharging the thoroughly mixed product on a continuous basis. The mixing unit shall be capable of thoroughly blending all ingredients together and discharging the material to the spreader box without segregation. c. Spreading equipment. Spreading equipment shall be a mechanical-type squeegee distributor attached to the mixing machine, equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained to prevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strike-off capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. The box shall be kept clean; coal tar emulsion and aggregate build-up on the box shall not be permitted. d. Hand squeegee or brush application. The use of hand spreading application shall be restricted to places not accessible to the mechanized equipment or to accommodate neat trim work at curbs, etc. Material that is applied by hand shall meet the same standards as that applied by machine. e. Calibration. The Contractor shall furnish all equipment, materials and labor necessary to calibrate the equipment. It shall be calibrated to assure that it will produce and apply a mix that conforms to the job mix formula. Commercial equipment should be provided with a method of calibration by the manufacturer. All calibrations shall be made with the approved job materials prior to applying the seal coat to the pavement. A copy of the calibration test results shall be furnished to the Engineer. 631-4.3 PREPARATION OF ASPHALT PAVEMENT SURFACES. Clean pavement surface immediately prior to placing the seal coat by sweeping, flushing well with water leaving no standing water, or a combination of both, so that it is free of dust, dirt, grease, vegetation, oil or any type of objectionable surface film. Remove oil or grease that has not penetrated the asphalt J. pavement by scraping or by scrubbing with a detergent, then wash thoroughly with clean water. After cleaning, treat these areas with the oil spot primer. Any additional surface preparation, such as crack repair, shall be in accordance with paragraph 101-3.6. 631-4.4 MIXING. Blend the coal tar emulsion mixture in the equipment described in paragraph 631-4.2 using the ingredients described in Table 2. The mixing must produce a smooth homogeneous mixture of uniform 4 of 8 Item P-631 Refined Coal Tar Emulsion With Additives,Slurry Seal Surface Treatment 7/21/2014 AC 150/5370-1OG consistency. (Consult coal tar emulsion supplier for its recommended order of addition of the ingredients.) During the entire mixing and application process, no breaking, segregating or hardening of the emulsion, nor balling or lumping of the sand is to be permitted. Continue to agitate the seal coating mixture in the mixing tank at all times prior to and during application so that a consistent mix is available for application. Small additional increments of water may be needed to provide a workable consistency, but in no case is the water content to exceed the specified amount. 631-4.5 APPLICATION OF SLURRY SEAL SURFACE TREATMENT. The aggregate filled slurry seal surface treatment shall be applied at a uniform rate determined in paragraph 631-3.3. In order to provide maximum adhesion, the pavement shall be dampened with a fog spray of water if recommended by the supplier.No standing water shall remain on the surface. If a prime coat is required, mix and apply the prime coat as specified in paragraph 631-4.3. Apply the first coat uniformly to obtain the rate determined in paragraph 631-3.3. Each coat shall be allowed to dry and cure initially before applying any subsequent coats. The initial drying shall allow evaporation of water of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enable the mixture to withstand vehicle traffic without damage to the seal coat. Apply the second coat in the same manner as outlined for the first coat. Additional coats shall be applied over the entire surface as directed by the Engineer. The finished surface shall present a uniform texture. The final coat shall be allowed to dry a minimum of eight hours in dry daylight conditions before opening to traffic, and initially cure enough to support vehicular traffic without damage to the seal coat. Where marginal weather conditions exist during the eight hour drying time, additional drying time shall be required. The length of time shall be as specified by the supplier. The surface shall be checked after the a additional drying time for trafficability before opening the section to vehicle traffic. Where striping is required, the striping paint used shall meet the requirements of P-620, shall be compatible with the seal coat and as recommended by the coal tar emulsion manufacturer. QUALITY CONTROL 631-5.1 CONTRACTOR'S CERTIFICATION. The Contractor shall furnish the manufacturer's certification that each consignment of emulsion shipped to the project meets the requirements of ASTM D5727, except that the water content shall not exceed 50%. The certification shall also indicate the solids and ash content of the emulsion and the date the tests were conducted. The certification shall be delivered to the Engineer prior to the beginning of work. The manufacturer's certification for the emulsion shall not be interpreted as a basis for final acceptance. Any certification received shall be subject to verification by testing samples received for project use. The Contractor shall also furnish a certification demonstrating a minimum of three years of experience in the application of coal tar emulsion seal coats. 531-5.2 INSPECTION. Item P-631 Refined Coal Tar Emulsion With Additives,Slurry Seat Surface Treatment 5 of 8 AC 150/5370-IOG 7/21/2014 The Owner shall have an independent technical consultant on the job site at the beginning of operations for application of coal tar emulsion seal coats. The consultant shall have knowledge of the materials, procedures, and equipment described in this specification and shall assist the Contractor regarding proper mixing of the component materials and application of the seal coat. The consultant shall have a minimum of three(3)years of experience in the use of coal tar seal coats. Documentation of this experience shall be furnished to the Engineer prior to the start of operations. The cost of the technical consultant shall be paid for by the Owner. 631-5.3 SAMPLING. A minimum of one sample per day shall be tested for the properties of Table 2. A random sample of approximately one-quart of the composite mix will be obtained daily by the Contractor and stored in a glass container. The containers shall be sealed against contamination and retained in storage by the Owner for a period of six months. Samples shall be stored at room temperature and not be subjected to freezing temperatures. A sample of undiluted coal tar emulsion shall be obtained from each consignment shipped to the job. 631-5.4 ENGINEER'S RECORDS. The Engineer will keep an accurate record of each batch of materials used in the formulation of the seal coat. METHOD OF MEASUREMENT 631-6.1 The quantity of Refined Coal Tar Emulsion with Additives, Slurry Seal to be paid for shall be the number of square yards placed in accordance with the specifications and accepted by the Engineer, regardless of the number of coats. 631-6.2 No separate measurement will be made for aggregate used. BASIS OF PAYMENT 631-7.1 Payment for refined coal tar emulsion with additives and slurry seal surface treatments will be made per the number of square yards placed in accordance with the specifications and accepted by the Engineer, regardless of the number of coats. Payment shall include full compensation for preparation of the mix design, preparation of the existing asphalt surface,the application of the slurry seal, and any other miscellaneous items required to provide a full and complete slurry seal meeting the requirements of this specification. These prices shall be full compensation for furnishing all materials,preparing,mixing, and applying these materials, and for all labor, equipment,tools, and incidentals necessary to complete the item. Payment will be made under: Item P-631-7.1 Refined Coal Tar Emulsion with Additives for Slurry Coat-per square yard TESTING REQUIREMENTS J 29 CFR Part 1910.1200 Hazard Communication ASTM C67 Standard Test Method for Sampling and Testing Brick and Structural Clay Tile ASTM C136 Standard Test Method for Sieve or Screen Analysis of kine and Coarse Aggregates ASTM D5727 Standard Specification for Emulsified Refined Coal Tar(Mineral Colloid Type) 6 of 8 Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Seal Surface Treatment 7/21/2014 AC 150/5370-IOG MATERIAL REQUIREMENTS ASTM D490 Standard Specification for Road Tar ASTM D692 Standard Specification for Coarse Aggregate for Bituminous Paving Mixtures ASTM D3699 Standard Specification for Kerosine ASTM D4866 Standard Performance Specification for Coal Tar Pitch Emulsion Pavement Sealer Mix Formations Containing Mineral Aggregates and Optional Polymeric Admixtures 's J Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Sea]Surface Treatment 7 of 8 AC 150/5370-100 7/21/2014 ADDENDUM A ITEM P-631 FUEL RESISTANCE TEST AND CRITERION 1. Scope. This method determines the resistance of the coal tar emulsion seal coat to kerosene. 2. Apparatus. 2.1 Two 6" x 6" (150 mm x 150 mm) square 16 gauge sheet metal masks with a 4" x 4"(100 mm x 100 mm) square center removed 2.2 6" x 6"(150 mm x 150 mm)unglazed white ceramic tile with an absorption rate of 10- 18% (determined in accordance with ASTM C67 2.3 Brass ring,2"(50 mm) diameter and 2"(50 mm)high 2.4 Kerosene meeting requirements of ASTM D3699 2.5 Silicone rubber sealant 3. Procedure. 3.1 Immerse the ceramic tile in distilled water for a minimum of ten minutes. 3.2 Remove excess water from the tile to produce a damp surface before applying the seal coat. 3.3 Using the mask described in 2.1 apply one layer of the coal tar emulsion mixture to the tile. Spread even with the top of the mask using a spatula or other straightedge. 3.4 Allow the sample to cure for 96 hours at 77 t2°F. and 50+10%relative humidity. 3.5 Position a second mask on top of the first mask. 3.6 Apply a second coat of coal tar emulsion mixture. Spread even with the top of the second mask. 3.7 Cure as in step 3.4. 3.8 After curing, affix the brass ring to the seal coat on the tile with silicone rubber sealant. 3.9 Fill the brass ring with kerosene. 3.10 After 24 hours,remove the kerosene from the brass ring,blot dry and immediately examine the film for softness and loss of adhesion. Immediately after the film is examined,break the tile in half,exposing that part of the tile whose film was subjected to the kerosene. 3.11 Evaluate for penetration of kerosene through the sealer and loss of adhesion. 4. Report. Report the results as pass or fail. Visible evidence of leakage or discoloration shall constitute failure of the fuel resistance test. 5. Criterion: A"pass"rating in the fuel resistance test is required prior to full production. END OF ITEM P-631 8 of 8 Item P-631 Refined Coal Tar Emulsion With Additives, Slurry Seal Surface Treatment i APPENDIX GC-6.07 Wage Rates AC 150/5370-2G I 't CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,101172 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK f CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10 1172 Revised July 1,2011 GC-6,07 Wage Rates _1 CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLAND l 1 } CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July 1,2011 k General Decision Number: TX180035 01/05/2018 TX35 Superseded General Decision Number: TX20170035 J State: Texas 4 Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges) . Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act I for which the contract is awarded (and any solicitation was issued) on or I after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis--Bacon Act itself, but it does not apply to contracts subject only to the Davis- Bacon Related Acts, including those set forth at 29 CFR 5.1 (a) (2) - (60) . Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. f Modification Number Publication Date 0 01/05/2018 * SUTX2011-007 08/03/2011 ` Rates Fringes CONCRETE FINISHER (Paving and Structures) . . . . . . . . . . . . . . . . . . . . . .$ 14.12 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 19.80 FORM BUILDER/FORM SETTER Paving & Curb. . . . . . . . . . . . . . .$ 13.16 Structures. . . . . . . . . . . . . . . . . .$ 13.84 LABORER Asphalt Raker. . . . . . . . . . . . . . .$ 12. 69 Flagger. . . . . . . . . . . . . . . . . . . . .$ 10.06 Laborer, Common. . . . . . . . . . . . .$ 10.72 1 Laborer, Utility. . . . . . . . . . . .$ 12.32 Pipelayer. . . . . . . . . . . . . . . . . . .$ 13.24 Work Zone Barricade Servicer. . . . . . . . . . . . . . . . . . . .$ 11.68 POWER EQUIPMENT OPERATOR: Asphalt Distributor. . . . . . . . .$ 15.32 Asphalt Paving Machine. . . . . .$ 13.99 Broom or Sweeper. . . . . . . . . . . .$ 11.74 Concrete Pavement Finishing Machine. . . . . . . . . .$ 16.05 Concrete Saw. . . . . . . . . . . . . . . .$ 14.48 Crane Operator, Lattice Boom 80 Tons or Less. . . . . . . .$ 17.27 Crane Operator, Lattice Boom over 80 Tons. . . . . . . . . . .$ 20.52 Crane, Hydraulic 80 Tons or Less. . . . . . . . . . . . . . . . . . . . .$ 18.12 Crawler Tractor. . . . . . . . . . . . .$ 14.07 Excavator, 50, 000 pounds or less. . . . . . . . . . . . . . . . . . . . .$ 17.19 Excavator, over 50, 000 pounds. . . . . . . . . . . . . . . . . . . . . .$ 16.99 Foundation Drill : Truck Mounted. . .$ 21.07 Foundation Drill, Crawler Mounted. . . . . . . . . . . . . . . . . . . . .$ 17.99 ` Front End Loader 3 CY or Less. . . . . . . . . . . . . . . . . . . . . . . .$ 13. 69 Front End Loader, over 3 CY.$ 14.72 Loader/Backhoe. . . . . . . . . . . . . .$ 15.18 Mechanic. .$ 17.68 Milling Machine. . . . . . . . . . . . .$ 14.32 Motor Grader, Fine Grade. . . .$ 17.19 Motor Grader, Rough. . . . . . . . .$ 16.02 Pavement Marking Machine. . . .$ 13.63 Reclaimer/Pulverizer. . . . . . . .$ 11.01 Roller, Asphalt. . . . . . . . . . . . .$ 13.08 Roller, Other. . . . . . . . . . . . . . .$ 11.51 i Scraper. . . . . . . . . . . . . . . . . . . . .$ 12.96 Small Slipform Machine. . . . . .$ 15.96 Spreader Box. . . . . . . . . . . . . . . .$ 14.73 Servicer. . . . . . . . . . . . . . . . . . . . . . . . .$ 14.58 Steel Worker (Reinforcing) . . . . . . .$ 16.18 TRUCK DRIVER Lowboy-Float. . . . .$ 16.24 Off Road Hauler. . . . . . . . . . . . .$ 12.25 Single Axle. . . . . . . . . . . . . . . . .$ 12.31 Single or Tandem Axle Dump Truck. . . . . . . . . . . . . . . . . . . . . . .$ 12. 62 Tandem Axle Tractor with Semi Trailer. . . . . . . . . . . . . . . .$ 12.86 Transit-Mix. . . . . . . . . . . . . . . . .$ 14.14 WELDER. . . . . . . . . . . . . . . . . . . . . . . . . . .5 14.84 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. k ----=------_____________ ' Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . ----------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. - Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers i Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non- union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. --------------------------------------------------------------- F WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on i a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2. ) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2. ) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION 7 , r THIS PAGE LEFT INTENTIONALLY BLANK - z a - CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101172 Revised July I,2011 AC 150/5370-2G Product Requirements r CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101172 Revised July 1,2011 1 I 9 I a THIS PAGE LEFT INTENTIONALLY BLAND l I CITY OF FORT WORTH Rehabilitate Airfield Shoulders STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101 172 Revised July 1,2011 1 U.S. Department Advisory of Transportation Federal Aviation Circular Administration Subject: Operational Safety on Date: 12/13/2017 AC No: 150/5370-2G Airports During Construction Initiated By: AAS-100 Change: 1 Purpose. } This AC sets forth guidelines for operational safety on airports during construction. 2 Cancellation. This AC cancels AC 150/5370-2F, Operational Safety on Airports during Construction, dated September 29, 2011. 3 Application. This AC assists airport operators in complying with Title 14 Code of Federal Regulations (CFR) Part 139, Certification ofAirports. For those certificated airports, this AC provides one way, but not the only way, of meeting those requirements. The use of this AC is mandatory for those airport construction projects receiving funds under the Airport Improvement Program (AIP). See Grant Assurance No. 34,Policies, Standards, and Specifications. While we do not require non-certificated airports without grant agreements or airports using Passenger Facility Charge (PFC) Program funds for construction projects to adhere to these guidelines, we recommend that they do so to help these airports maintain operational safety during construction. 4 Related Documents. ACs and Orders referenced in the text of this AC do not include a revision letter, as they refer to the latest version. Appendix A contains a list of reading material on airport construction, design, and potential safety hazards during construction, as well as instructions for obtaining these documents. 5 Principal Changes. The AC incorporates the following principal changes: t 1. Notification about impacts to both airport owned and FAA-owned NAVAIDs was added. See paragraph 2.13.5.3, NAVAIDs. 12/13/2017 AC 15015370-2G 2. Guidance for the use of orange construction signs was added. See paragraph 2.18.4.2, Temporary Signs. 3. Open trenches or excavations may be permitted in the taxiway safety area while the taxiway is open to aircraft operations, subject to restrictions. See paragraph 2.22.3.4, Excavations. 4. Guidance for temporary shortened runways and displaced thresholds has been enhanced. See Figure 2-1 and Figure 2-2. 5. Figures have been improved and a new Appendix F on the placement of orange construction signs has been added. Hyperlinks (allowing the reader to access documents located on the internet and to maneuver within this document) are provided throughout this document and are identified with underlined text. When navigating within this document, return to the previously viewed page by pressing the "ALT" and" <—"keys simultaneously. Figures in this document are schematic representations and are not to scale. 6 Use of Metrics. Throughout this AC, U.S. customary units are used followed with "soft" (rounded) conversion to metric units. The U.S. customary units govern. 7 Where to Find this AC. You can view a list of all ACs at hqp://www.faa.gov/regulations policies/advisory circulars/. You can view the Federal Aviation Regulations at http://www.faa. og v/regulations policies/faa regulations/. 8 Feedback on this AC. If you have suggestions for improving this AC, you may use the Advisory Circular Feedback form at the end of this AC. R. Dermo Ay Director of Airport Safety and Standards i H 12/13/2017 AC 150/5370-2G CONTENTS Paragraph Page Chapter 1. Planning an Airfield Construction Project.........................................................1-1 1.1 Overview....................................................................................................................... 1-1 1.2 Plan for Safety............................................................................................................... 1-1 1.3 Develop a Construction Safety and Phasing Plan(CSPP)............................................ 1-3 L4 Who Is Responsible for Safety During Construction?.................................................. 1-4 Chapter 2. Construction Safety and Phasing Plans ..............................................................2-1 2.1 Overview.......................................................................................................................2-1 2.2 Assume Responsibility..................................................................................................2-1 2.3 Submit the CSPP...........................................................................................................2-1 2.4 Meet CSPP Requirements.............................................................................................2-2 2.5 Coordination. ................................................................................................................2-6 2.6 Phasing..........................................................................................................................2-7 2.7 Areas and Operations Affected by Construction Activity. ...........................................2-7 2.8 Navigation Aid (NAVAID)Protection.......................................................................2-11 2.9 Contractor Access.......................................................................................................2-11 2.10 Wildlife Management. .2-15 ............................................................................................... 2.11 Foreign Object Debris (FOD) Management. ..............................................................2-16 : 2.12 Hazardous Materials (HAZMAT) Management.........................................................2-16 2.13 Notification of Construction Activities.......................................................................2-16 2.14 Inspection Requirements.............................................................................................2-18 2.15 Underground Utilities. ................................................................................................2-19 2.16 Penalties......................................................................................................................2-19 2.17 Special Conditions. .....................................................................................................2-19 t 2.18 Runway and Taxiway Visual Aids. ............................................................................2-19 2.19 Marking and Signs for Access Routes........................................................................2-29 - 1 = 2.20 Hazard Marking, Lighting and Signing. .............. ......................................................2-30 2.21 Work Zone Lighting for Nighttime Construction.......................................................2-32 2.22 Protection of Runway and Taxiway Safety Areas. .....................................................2-33 2.23 Other Limitations on Construction. ............................................................................2-37 iii 12/13/2017 AC 150/5370-2G Chapter 3. Guidelines for Writing a CSPP............................................................................3-1 3.1 General Requirements...................................................................................................3-1 3.2 Applicability of Subjects...............................................................................................3-1 3.3 Graphical Representations. .............................................................................. ....3-1 3.4 Reference Documents...................................................................................................3-2 3.5 Restrictions. ..................................................................................................................3-2 3.6 Coordination. ................................................................................................................3-2 3.7 Phasing..........................................................................................................................3-2 3.8 Areas and Operations Affected by Construction. .........................................................3-2 3.9 NAVAID Protection. ....................................................................................................3-2 3.10 Contractor Access.........................................................................................................3-3 3.11 Wildlife Management. ..................................................................................................3-4 3.12 FOD Management......................................................................................... .3-4 ............... 3.13 HAZMAT Management................................................................................................3-4 3.14 Notification of Construction Activities.........................................................................3-4 3.15 Inspection Requirements...............................................................................................3-5 3.16 Underground Utilities. ..................................................................................................3-5 3.17 Penalties........................................................................................................................3-5 3.18 Special Conditions. .......................................................................................................3-5 3.19 Runway and Taxiway Visual Aids. ..............................................................................3-6 3.20 Marking and Signs for Access Routes..........................................................................3-6 3.21 Hazard Marking and Lighting...................................................... .............3-6 .................... 3.22 Work Zone Lighting for Nighttime Construction.........................................................3-6 3.23 Protection of Runway and Taxiway Safety Areas........................................................3-7 3.24 Other Limitations on Construction. ..............................................................................3-7 Appendix A. Related Reading Material................................................................................A-1 AppendixB. Terms and Acronyms........................................................................................B-1 Appendix C. Safety and Phasing Plan Checklist..................................................................C-1 Appendix D. Construction Project Daily Safety Inspection Checklist...............................D-1 Appendix E. Sample Operational Effects Table....................................................................E-1 AppendixF. Orange Construction Signs...............................................................................F-1 iv 12/13/2017 AC 15015370-2G FIGURES Number (Page Figure 2-1. Temporary Partially Closed Runway........................................................................2-9 Figure 2-2. Temporary Displaced Threshold.............................................................................2-10 Figure 2-3. Markings for a Temporarily Closed Runway..........................................................2-21 i Figure 2-4. Temporary Taxiway Closure............... .....2-22 Figure 2-5. Temporary Outboard White Threshold Bars and Yellow Arrowheads ..................2-24 Figure 2-6. Lighted X in Daytime..............................................................................................2-26 Figure2-7. Lighted X at Night...................................................................................................2-26 Figure 2-8. Interlocking Barricades...........................................................................................2-31 Figure 2-9. Low Profile Barricades ...........................................................................................2-32 FigureE-1. Phase I Example .......................................................................................................E-1 FigureE-2. Phase II Example......................................................................................................E-2 Figure E-3. Phase III Example.............................. .......................................................................E-3 Figure F-1. Approved Sign Legends............................................................................................F-1 Figure F-2. Orange Construction Sign Example I.......................................................................F-2 Figure F-3. Orange Construction Sign Example 2.......................................................................F-3 1 TABLES Number Page Table A-1. FAA Publications .....................................................................................................A-1 Table A-2. Code of Federal Regulation......................................................................................A-3 Table B-1. Terms and Acronyms................................................................................................B-1 TableC-1. CSPP Checklist......................................................................................................... C-1 Table D-1. Potentially Hazardous Conditions ....D-1 Table E-1. Operational Effects Table ..........................................................................................E-4 1 Table E-2. Runway and Taxiway Edge Protection.................. ..E-6 Table E-3. Protection Prior to Runway Threshold.......................................................................E-7 v i 12/13/2017 AC 150/5370-2G Page Intentionally Blank a 4 1 { 3 vi 5 12/13/2017 AC 150/5370-2G CHAPTER 1. PLANNING AN AIRFIELD CONSTRUCTION PROJECT ` 1.1 Overview. Airports are complex environments, and procedures and conditions associated with construction activities often affect aircraft operations and can jeopardize operational safety. Safety considerations are paramount and may make operational impacts unavoidable. However, careful planning, scheduling, and coordination of construction activities can minimize disruption of normal aircraft operations and avoid situations that compromise the airport's operational safety. The airport operator must understand how construction activities and aircraft operations affect one another to be able to develop an effective plan to complete the project. While the guidance in this AC is primarily used for construction operations, the concepts, methods and procedures described may also enhance the day-to-day airport maintenance operations, such as lighting maintenance and snow removal operations. 1.2 Plan for Safety. Safety, maintaining aircraft operations, and construction costs are all interrelated. Since safety must not be compromised, the airport operator must strike a balance between maintaining aircraft operations and construction costs. This balance will vary widely depending on the operational needs and resources of the airport and will require early coordination with airport users and the FAA. As the project design progresses,the necessary construction locations, activities, and associated costs will be identified and their impact to airport operations must be assessed. Adjustments are made to the proposed construction activities, often by phasing the project, and/or to airport operations to maintain operational safety. This planning effort will ultimately result in a project Construction Safety and Phasing Plan(CSPP). The development of the CSPP takes place through the following five steps: 1.2.1 Identify Affected Areas. The airport operator must determine the geographic areas on the airport affected by the construction project. Some, such as a runway extension, will be defined by the project. Others may be variable, such as the location of haul routes and material stockpiles. 1.2.2 Describe Current Operations. Identify the normal airport operations in each affected area for each phase of the project. This becomes the baseline from which the impact on operations by construction activities can be measured. This should include a narrative of the typical users and aircraft operating within the affected areas. It should also include information related to airport operations: the Aircraft Approach Category(AAC) and Airplane Design Group (ADG) of the airplanes that operate on each runway; the ADG and Taxiway Design. Group (TDG)' for each affected taxiway; designated approach visibility minimums; ' Find Taxiway Design Group information in AC 15015300-13,Airport Design. 1-1 12/13/2017 AC 150/5370-2G available approach and departure procedures;most demanding aircraft; declared distances; available air traffic control services; airport Surface Movement Guidance and Control System (SMGCS)plan; and others. The applicable seasons, days and times for certain operations should also be identified as applicable. F 1.2.3 Allow for Temporary e�perations. To the extent practical, current airport operations should be maintained during the construction. In consultation with airport users,Aircraft Rescue and Fire Fighting (ARFF)personnel, and FAA Air Traffic Organization(ATO)personnel, the airport operator should identify and prioritize the airport's most important operations. The construction activities should be planned,through project phasing if necessary, to safely accommodate these operations. When the construction activities cannot be adjusted to safely maintain current operations, regardless of their importance,then the operations must be revised accordingly. Allowable changes include temporary revisions to k approach procedures,restricting certain aircraft to specific runways and taxiways, suspension of certain operations, decreased weights for some aircraft due to shortened runways, and other changes. An example of a table showing temporary operations versus current operations is shown in Appendix E. 1.2.4 Take Required Measures to Revise Operations. Once the level and type of aircraft operations to be maintained are identified, the airport operator must determine the measures required to safely conduct the planned operations during the construction. These measures will result in associated costs, which can be broadly interpreted to include not only direct construction costs, but also loss of revenue from impacted operations. Analysis of costs may indicate a need to reevaluate allowable changes to operations. As aircraft operations and allowable changes will vary widely among airports, this AC presents general guidance on those subjects. 1.2.5 Manage Safety Risk. { The FAA is committed to incorporating proactive safety risk management(SRM)tools into its decision-making processes. FAA Order 5200.11,FAA Airports (ARP) Safety Management System (SMS), requires the FAA to conduct a Safety Assessment for certain triggering actions. Certain airport projects may require the airport operator to provide a Project Proposal Summary to help the FAA determine whether a Safety Assessment is required prior to FAA approval of the CSPP. The airport operator must coordinate with the appropriate FAA Airports Regional or District Office early in the development of the CSPP to determine the need for a Safety Risk Assessment. If the a FAA requires an assessment, the airport operator must at a minimum: j 1. Notify the appropriate FAA Airports Regional or District Office during the project "scope development"phase of any project requiring a CSPP. 2. Provide documents identified by the FAA as necessary to conduct SRM. 3. Participate in the SRM process for airport projects. { 4. Provide a representative to participate on the SRM panel. 1-2 r 12/13/2017 AC 15015370-2G 5. Ensure that all applicable SRM identified risks elements are recorded and mitigated within the CSPP. 1.3 Develop a Construction Safety and Phasing Plan (CSPP). Development of an effective CSPP will require familiarity with many other documents referenced throughout this AC. See Appendix A for a list of related reading material. 1.3.1 List Requirements. A CSPP must be developed for each on-airfield construction project funded by the Airport Improvement Program (AIP) or located on an airport certificated under Part 139. For on-airfield construction projects at Part 139 airports funded without AIP funds, the preparation of a CSPP represents an acceptable method the certificate holder may use to meet Part 139 requirements during airfield construction activity. As per FAA Order 5200.11,projects that require Safety Assessments do not include construction, rehabilitation, or change of any facility that is entirely outside the air operations area, does not involve any expansion of the facility envelope and does not involve construction equipment, haul routes or placement of material in Iocations that require access to the air operations area, increase the facility envelope, or impact line-of-sight. Such facilities may include passenger terminals and parking or other structures. However, extraordinary circumstances may trigger the need for a Safety Assessment and a CSPP. The CSPP is subject to subsequent review and approval under the FAA's t Safety Risk Management procedures (see paragraph 1.2.5). 1.3.2 Pre are a Safety Plan Compliance Document (SPCD). The Safety Plan Compliance Document(SPCD) details how the contractor will comply with the CSPP. AIso, it will not be possible to determine all safety plan details (for example specific hazard equipment and lighting, contractor's points of contact, construction equipment heights) during the development of the CSPP. The successful contractor must define such details by preparing an SPCD that the airport operator reviews for approval prior to issuance of a notice-to-proceed. The SPCD is a subset of the CSPP, similar to how a shop drawing review is a subset to the technical specifications. 1.3.3 Assume Responsibility for the CSPP. The airport operator is responsible for establishing and enforcing the CSPP. The airport operator may use the services of an engineering consultant to help develop the CSPP. However, writing the CSPP cannot be delegated to the construction contractor. Only ' those details the airport operator determines cannot be addressed before contract award are developed by the contractor and submitted for approval as the SPCD. The SPCD does not restate nor propose differences to provisions already addressed in the CSPP. s 1-3 12/13/2017 AC 15015370-2G 1.4 Who Is Responsible for Safety During Construction? 1.4.1 Establish a Safety Culture. Everyone has a role in operational safety on airports during construction: the airport operator,the airport's consultants, the construction contractor and subcontractors, airport users, airport tenants, ARFF personnel, Air Traffic personnel, including Technical Operations personnel, FAA Airports Division personnel, and others, such as military personnel at any airport supporting military operations (e.g. national guard or a joint use facility). Close communication and coordination between all affected parties is the key to maintaining safe operations. Such communication and coordination should start at the project scoping meeting and continue through the completion of the project. The airport operator and contractor should conduct onsite safety inspections throughout the project and immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change. i 1.4.2 Assess Airport Operator's Responsibilities. An airport operator has overall responsibility for all activities on an airport, including construction. This includes the predesign, design, preconstruction, construction, and inspection phases. Additional information on the responsibilities listed below can be found throughout this AC. The airport operator must: f 1 j I 1-4 12/13/2017 AC 150/5370-20 1.4.2.1 Develop a CSPP that complies with the safety guidelines of Chapter 2, Construction Safety and Phasing Plans, and Chanter 3, Guidelines for Writing a CSPP. The airport operator may develop the CSPP internally or have a consultant develop the CSPP for approval by the airport operator. For tenant sponsored projects, approve a CSPP developed by the tenant or its consultant. 1.4.2.2 Require, review and approve the SPCD by the contractor that indicates how it will comply with the CSPP and provides details that cannot be determined before contract award. 1.4.2.3 Convene a preconstruction meeting with the construction contractor, consultant, airport employees and, if appropriate, tenant sponsor and other tenants to review and discuss project safety before beginning construction activity. The appropriate FAA representatives should be invited to attend the meeting. See AC 150/5370-12 Quality Managementfor Federally Funded Airport Construction Projects. (Note"FAA"refers to the Airports Regional or District Office, the Air Traffic Organization, Flight Standards Service, and other offices that support airport operations, flight regulations, and construction/environmental policies.) 1.4.2.4 Ensure contact information is accurate for each representative/point of contact identified in the CSPP and SPCD. 1.4.2.5 Hold weekly or, if necessary, daily safety meetings with all affected parties to coordinate activities. 1.4.2.6 Notify users,ARFF personnel, and FAA ATO personnel of construction and conditions that may adversely affect the operational safety of the airport via Notices to Airmen (NOTAM) and other methods, as appropriate. Convene a meeting for review and discussion if necessary. 1.4.2.7 Ensure construction personnel know applicable airport procedures and changes to those procedures that may affect their work. 1.4.2.8 Ensure that all temporary construction signs are located per the scheduled list for each phase of the project. 1.4.2.9 Ensure construction contractors and subcontractors undergo training required by the CSPP and SPCD. 1.4.2.10 Ensure vehicle and pedestrian operations addressed in the CSPP and SPCD are coordinated with airport tenants, the airport traffic control tower (ATCT), and construction contractors. 1.4.2.11 At certificated airports, ensure each CSPP and SPCD is consistent with Part 139. 1-5 12/13/2017 AC 150/5370-2G 1.4.2.12 Conduct inspections sufficiently frequently to ensure construction contractors and tenants comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. 1.4.2.13 Take immediate action to resolve safety deficiencies. 1.4.2.14 At airports subject to 49 CFR Part 1542,Airport Security, ensure construction access complies with the security requirements of that regulation. 1.4.2.15 Notify appropriate parties when conditions exist that invoke provisions of the CSPP and SPCD (for example, implementation of low-visibility operations). ' 1.4.2.16 Ensure prompt submittal of a Notice of Proposed Construction or Alteration (Form 7460-1) for conducting an aeronautical study of potential obstructions such as tall equipment (cranes, concrete pumps, other), stock piles, and haul routes. A separate form may be filed for each potential obstruction, or one form may be filed describing the entire construction area and maximum equipment height. In the latter case, a separate form must be filed for any object beyond or higher than the originally evaluated area/height. The FAA encourages online submittal of forms for expediency at haps://oeaaa.faa.gov/oeaaa/extemal/portal.jsp. The appropriate FAA Airports Regional or District Office can provide assistance in determining which objects require an aeronautical study. 1.4.2.17 Ensure prompt transmission of the Airport Sponsor Strategic Event F Submission,FAA Form 6000-26, located at https://oeaaa.faa.,gov/oeaaa/external/content/AIRPORT_SPONSOR_STR ATEGIC EVENT_SUBMISSION_FORM.pdf,to assure proper coordination for NAS Strategic Interruption per Service Level Agreement with ATO. 1.4.2.18 Promptly notify the FAA Airports Regional or District Office of any proposed changes to the CSPP prior to implementation of the change. Changes to the CSPP require review and approval by the airport operator and the FAA. The FAA Airports Regional or District office will determine i if further coordination within the FAA is needed. Coordinate with j appropriate local and other federal government agencies, such as Environmental Protection Agency(EPA), Occupational Safety and Health Administration(OSHA), Transportation Security Administration (TSA), and the state environmental agency. 1 1.4.3 Define Construction Contractor's Responsibilities. The contractor is responsible for complying with the CSPP and SPCD. The contractor must: 1-6 12/13/2017 AC 150/5370-2G 1.4.3.1 Submit a Safety Plan Compliance Document(SPCD)to the airport operator describing how it will comply with the requirements of the CSPP and supply any details that could not be determined before contract award. The SPCD must include a certification statement by the contractor, indicating an understanding of the operational safety requirements of the CSPP and the assertion of compliance with the approved CSPP and SPCD ' unless written approval is granted by the airport operator. Any construction practice proposed by the contractor that does not conform to ithe CSPP and SPCD may impact the airport's operational safety and will require a revision to the CSPP and SPCD and re-coordination with the airport operator and the FAA in advance. f 1.4.3.2 Have available at all times copies of the CSPP and SPCD for reference by the airport operator and its representatives, and by subcontractors and contractor employees. 1.4.3.3 Ensure that construction personnel are familiar with safety procedures and regulations on the airport. Provide a point of contact who will coordinate an immediate response to correct any construction-related activity that may adversely affect the operational safety of the airport. Many projects will require 24-hour coverage. 1.4.3.4 Identify in the SPCD the contractor's on-site employees responsible for monitoring compliance with the CSPP and SPCD during construction. At least one of these employees must be on-site when active construction is taking place. F 1 1.4.3.5 Conduct sufficient inspections to ensure construction personnel comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. 1.4.3.6 Restrict movement of construction vehicles and personnel to permitted construction areas by flagging,barricading, erecting temporary fencing, or providing escorts, as appropriate, and as specified in the CSPP and SPCD. 1.4.3.7 Ensure that no contractor employees, employees of subcontractors or suppliers, or other persons enter any part of the air operations area(AOA) from the construction site unless authorized. I - i ' 1.4.3.8 Ensure prompt submittal through the airport operator of Form 7460-1 for the purpose of conducting an aeronautical study of contractor equipment such as tall equipment(cranes, concrete pumps, and other equipment), ' stock piles, and haul routes when different from cases previously filed by the airport operator. The FAA encourages online submittal of forms for expediency at https:Hoeaaa.faa.gov/oeaaa/extemal/portal.jssp. 1-7 12/13/2017 AC 15015370-2G 1.4.3.9 Ensure that all necessary safety mitigations are understood by all parties involved, and any special requirements of each construction phase will be fulfilled per the approved timeframe. 1.4.3.10 Participate in pre-construction meetings to review construction limits, safety mitigations,NOTAMs, and understand all special airport operational needs during each phase of the project. 1.4.4 Define Tenant's Responsibilities. If planning construction activities on leased property, Airport tenants, such as airline operators, fixed base operators, and FAA ATO/Technical Operations sponsoring construction are strongly encouraged to: 1. Develop, or have a consultant develop, a project specific CSPP and submit it to the airport operator. The airport operator may forgo a complete CSPP submittal and ' instead incorporate appropriate operational safety principles and measures addressed in the advisory circular within their tenant lease agreements. 2. In coordination with its contractor, develop an SPCD and submit it to the airport operator for approval issued prior to issuance of a Notice to Proceed. 3. Ensure that construction personnel are familiar with safety procedures and regulations on the airport during all phases of the construction. 4. Provide a point of contact of who will coordinate an immediate response to correct any construction-related activity that may adversely affect the operational safety of the airport. 5. Identify in the SPCD the contractor's on-site employees responsible for monitoring compliance with the CSPP and SPCD during construction. At least one of these employees must be on-site when active construction is taking place. i 6. Ensure that no tenant or contractor employees, employees of subcontractors or suppliers, or any other persons enter any part of the AOA from the construction site 1 unless authorized. 7. Restrict movement of construction vehicles to construction areas by flagging and barricading, erecting temporary fencing, or providing escorts, as appropriate, as specified in the CSPP and SPCD. 8. Ensure prompt submittal through the airport operator of Form 7460-1 for conducting an aeronautical study of contractor equipment such as tall equipment - l (cranes, concrete pumps, other), stock piles, and haul routes. The FAA encourages online submittal of forms for expediency at h!t2s:Hoeaaa.faa.gov/ocaaa/external/J2ortal.js]2. 9. Participate in pre-construction meetings to review construction limits, safety mitigations,NOTAMs, and understand all special airport operational needs during each phase of the project. 1-8 12/13/2017 AC 150/5370-2G CHAPTER 2. CONSTRUCTION SAFETY AND PHASING PLANS : 2.1 Overview. Aviation safety is the primary consideration at airports, especially during construction. The airport operator's CSPP and the contractor's Safety Plan Compliance Document (SPCD) are the primary tools to ensure safety compliance when coordinating construction activities with airport operations. These documents identify all aspects of the construction project that pose a potential safety hazard to airport operations and outline respective mitigation procedures for each hazard. They must provide information necessary for the Airport Operations department to conduct airfield inspections and expeditiously identify and correct unsafe conditions during construction. All aviation safety provisions included within the project drawings, contract specifications, and other related documents must also be reflected in the CSPP and SPCD. 2.2 Assume Responsibility. Operational safety on the airport remains the airport operator's responsibility at all times. The airport operator must develop, certify, and submit for FAA approval each CSPP. It is the airport operator's responsibility to apply the requirements of the FAA approved CSPP. The airport operator must revise the CSPP when conditions warrant changes and must submit the revised CSPP to the FAA for approval. The airport operator must also require and approve a SPCD from the project contractor. 2.3 Submit the CSPP. Construction Safety and Phasing Plans should be developed concurrently with the project design. Milestone versions of the CSPP should be submitted for review and approval as follows. While these milestones are not mandatory, early submission will help to avoid delays. Submittals are preferred in 8.5 X 11 inch or 11 X 17 inch format for compatibility with the FAA's Obstruction Evaluation/Airport Airspace Analysis (OE/AAA)process. 2.3.1 Submit an Outline/Draft. By the time approximately 25%to 30% of the project design is completed,the principal elements of the CSPP should be established. Airport operators are encouraged to submit an outline or draft, detailing all CSPP provisions developed to date,to the FAA for review at this stage of the project design. 2.3.2 Submit a CSPP. The CSPP should be formally submitted for FAA approval when the project design is 80 percent to 90 percent complete. Since provisions in the CSPP will influence contract costs, it is important to obtain FAA approval in time to include all such provisions in the procurement contract. 2-1 12/13/2017 AC 150/5370-2G 2.3.3 Submit an SPCD. The contractor should submit the SPCD to the airport operator for approval to be issued prior to the Notice to Proceed. 2.3.4 Submit CSPP Revisions. All revisions to a previously approved CSPP must be re-submitted to the FAA for review and approval/disapproval action. 2.4 Meet CSPP Requirements. 2.4.1 To the extent possible, the CSPP should address the following as outlined in Chapter 3, Guidelines for Writing a CSPP. Details that cannot be determined at this stage are to be included in the SPCD. 1. Coordination. a. Contractor progress meetings. b. Scope or schedule changes. c. FAA ATO coordination. 2. Phasing. a. Phase elements. b. Construction safety drawings. 3. Areas and operations affected by the construction activity. a. Identification of affected areas. b. Mitigation of effects. 4. Protection of navigation aids (NAVAIDs). 5. Contractor access. a. Location of stockpiled construction materials. b. Vehicle and pedestrian operations. 6. Wildlife management. a. Trash. b. Standing water. _ c. Tall grass and seeds. d. Poorly maintained fencing and gates. e. Disruption of existing wildlife habitat. 7. Foreign Object Debris (FOD) management. 8. Hazardous materials (HAZMAT)management. 9. Notification of construction activities. 2-2 12/13/2017 AC 150/5370-2G a. Maintenance of a Iist of responsible representatives/points of contact. b. NOTAM. c. Emergency notification procedures. d. Coordination with ARFF Personnel. e. Notification to the FAA. 10. Inspection requirements. a. Daily(or more frequent) inspections. b. Final inspections. 11. Underground utilities. 12. Penalties. 13. Special conditions. 14. Runway and taxiway visual aids. Marking, lighting, signs, and visual NAVAIDs. a. General. b. Markings. c. Lighting and visual NAVAIDs. d. Signs, temporary, including orange construction signs, and permanent signs. 15. Marking and signs for access routes. 16. Hazard marking and lighting. a. Purpose. b. Equipment. 17. Work zone lighting for nighttime construction(if applicable). 18. Protection of runway and taxiway safety areas, object free areas, obstacle free zones, and approach/departure surfaces. a. Runway Safety Area(RSA). b. Runway Object Free Area(R.OFA). c. Taxiway Safety Area(TSA). Provide details for any adjustments to Taxiway Safety Area width to allow continued operation of smaller aircraft. See paragraph 2.22.3. d. Taxiway Object Free Area(TOFA). Provide details for any continued aircraft operations while construction occurs within the TOFA. See paragraph 2.22.4. e. Obstacle Free Zone (OFZ). f. Runway approach/departure surfaces. 19. Other limitations on construction. a. Prohibitions. 2-3 i 12/13/2017 AC 150/5370-2G b. Restrictions. 2.4.2 The Safety Plan Compliance Document(SPCD) should include a general statement by the construction contractor that he/she has read and will abide by the CSPP. In addition, the SPCD must include all supplemental information that could not be included in the CSPP prior to the contract award. The contractor statement should include the name of the contractor, the title of the project CSPP, the approval date of the CSPP, and a reference to any supplemental information (that is, "I, (Name of Contractor),have read the (Title of Project) CSPP, approved on (Date), and will abide by it as written and with the following additions as noted:"). The supplemental information in the SPCD should be written to match the format of the CSPP indicating each subject by corresponding CSPP subject number and title. If no supplemental information is necessary for any specific subject, the statement, "No supplemental information," should be written after the corresponding subject title. The SPCD should not duplicate information in the CSPP: 1. Coordination. Discuss details of proposed safety meetings with the airport operator and with contractor employees and subcontractors. 2. Phasing. Discuss proposed construction schedule elements, including: a. Duration of each phase. b. Daily start and finish of construction, including "night only" construction. c. Duration of construction activities during: i. Normal runway operations. ii. CIosed runway operations. iii. Modified runway"Aircraft Reference Code"usage. 3. Areas and operations affected by the construction activity. These areas and operations should be identified in the CSPP and should not require an entry in the SPCD. 4. Protection ofNAVAIDs. Discuss specific methods proposed to protect operating NAVAIDs. 5. Contractor access. Provide the following: a. Details on how the contractor will maintain the integrity of the airport security fence (gate guards, daily log of construction personnel, and other). b. Listing of individuals requiring driver training (for certificated airports and as requested). :-� C. Radio communications. i. Types of radios and backup capabilities. ' ii. Who will be monitoring radios. iii. Who to contact if the ATCT cannot reach the contractor's designated person by radio. 2-4 12/13/2017 AC 15015370-2G d. Details on how the contractor will escort material delivery vehicles. 6. Wildlife management. Discuss the following: a. Methods and procedures to prevent wildlife attraction. b. Wildlife reporting procedures. 7. Foreign Object Debris (FOD) management. Discuss equipment and methods for control of FOD, including construction debris and dust. 8. Hazardous Materials (HAZMAT) management. Discuss equipment and methods for responding to hazardous spills. 9. Notification of construction activities. Provide the following: a. Contractor points of contact. b. Contractor emergency contact. c. Listing of tall or other requested equipment proposed for use on the airport and the timeframe for submitting 7460-1 forms not previously submitted by the airport operator. d. Batch plant details, including 7460-1 submittal. 10. Inspection requirements. Discuss daily(or more frequent) inspections and special inspection procedures. 11. Underground utilities. Discuss proposed methods of identifying and protecting underground utilities. 12. Penalties. Penalties should be identified in the CSPP and should not require an entry in the SPCD. 13. Special conditions. Discuss proposed actions for each special condition identified in the CSPP. 14. Runway and taxiway visual aids. Including marking, lighting, signs, and visual NAVAIDs. Discuss proposed visual aids including the following: a. Equipment and methods for covering signage and airfield lights. b. Equipment and methods for temporary closure markings (paint, fabric, other). c. Temporary orange construction signs. d. Types of temporary Visual Guidance Slope Indicators (VGSI). t 15. Marking and signs for access routes. Discuss proposed methods of demarcating access routes for vehicle drivers. 16. Hazard marking and lighting. Discuss proposed equipment and methods for identifying excavation areas. 17. Work zone lighting for nighttime construction (if applicable). Discuss proposed equipment, locations, aiming, and shielding to prevent interference with air traffic control and aircraft operations. 2-5 12/13/2017 AC 150/5370-2G 18. Protection of runway and taxiway safety areas, object free areas, obstacle free zones, and approach/departure surfaces. Discuss proposed methods of identifying, demarcating, and protecting airport surfaces including: a. Equipment and methods for maintaining Taxiway Safety Area standards. b. Equipment and methods to ensure the safe passage of aircraft where Taxiway Safety Area or Taxiway Object Free Area standards cannot be maintained. c. Equipment and methods for separation of construction operations from aircraft operations, including details of barricades. 19. Other limitations on construction should be identified in the CSPP and should not require an entry in the SPCD. 2.5 Coordination. Airport operators, or tenants responsible for design, bidding and conducting construction on their leased properties, should ensure at all project developmental stages, such as predesign,prebid, and preconstruction conferences,they capture the subject of airport operational safety during construction (see AC 150/5370-12, Quality Management for Federally Funded Airport Construction Projects). In addition, the following should be coordinated as required: 2.5.1 Progess Meetings, Operational safety should be a standing agenda item for discussion during progress meetings throughout the project developmental stages. 2.5.2 Scope or Schedule Changes. Changes in the scope or duration at any of the project stages may require revisions to the CSPP and review and approval by the airport operator and the FAA (see paragraph 1.4.2.17). 2.5.3 FAA ATO Coordination. Early coordination with FAA ATO is highly recommended during the design phase and is required for scheduling Technical Operations shutdowns prior to construction. Coordination is critical to restarts of NAVAM services and to the establishment of any special procedures for the movement of aircraft. Formal agreements between the airport operator and appropriate FAA offices are recommended. All relocation or adjustments to NAVAIDs, or changes to final grades in critical areas, should be coordinated with FAA ATO and may require an FAA flight inspection prior to restarting the facility. Flight inspections must be coordinated and scheduled well in advance of the intended facility restart. Flight inspections may require a reimbursable agreement between the airport operator and FAA ATO. Reimbursable agreements should be coordinated a minimum of 12 months prior to the start of construction. (See paragraph 2.13.5.3.2 for required FAA notification regarding FAA-owned NAVAIDs.) 2-6 r 12/13/2017 AC 150/5370-2G 2.6 Phasing. Once it has been determined what types and levels of airport operations will be maintained,the most efficient sequence of construction may not be feasible. In this case, the sequence of construction may be phased to gain maximum efficiency while allowing for the required operations. The development of the resulting construction phases should be coordinated with local Air Traffic personnel and airport users. The sequenced construction phases established in the CSPP must be incorporated into the project design and must be reflected in the contract drawings and specifications. 2.6.1 Phase Elements. For each phase the CSPP should detail: • Areas closed to aircraft operations. • Duration of closures. • Taxi routes and/or areas of reduced TSA and TOFA to reflect reduced ADG use. • ARFF access routes. • Construction staging, disposal, and cleanout areas. • Construction access and haul routes. « Impacts to NAVAIDs. '. • Lighting, marking, and signing changes. • Available runway length and/or reduced RSA and ROFA to reflect reduced ADG use. • Declared distances (if applicable). • Required hazard marking, lighting, and signing. • Work zone lighting for nighttime construction (if applicable). • Lead times for required notifications. 2.6.2 Construction Safety Drawings. Drawings specifically indicating operational safety procedures and methods in affected areas (i.e., construction safety drawings) should be developed for each construction phase. Such drawings should be included in the CSPP as referenced attachments and - i should also be included in the contract drawing package. - 2.7 Areas and Operations Affected by Construction Activity. Runways and taxiways should remain in use by aircraft to the maximum extent possible without compromising safety. Pre-meetings with the FAA ATO will support operational simulations. See Appendix E for an example of a table showing temporary operations -'- versus current operations. The tables in Appendix E can be useful for coordination among all interested parties, including FAA Lines of Business. 2-7 f 12/13/2017 AC 150/5370-2G 2.7.1 Identification of Affected Areas. Identifying areas and operations affected by the construction helps to determine possible safety problems. The affected areas should be identified in the construction safety drawings for each construction phase. (See paragraph 2.6.2.) Of particular concern are: 2.7.1.1 Closing, or Partial Closing, of Runways, Taxiways and Aprons, and Displaced Thresholds. When a runway is partially closed, a portion of the pavement is unavailable for any aircraft operation, meaning taxiing, landing, or takeoff in either direction on that pavement is prohibited. A displaced threshold, by contrast, is established to ensure obstacle clearance and adequate safety area for landing aircraft. The pavement prior to the displaced threshold is normally available for take-off in the direction of the displacement and for landing and takeoff in the opposite direction. Misunderstanding this difference, may result in issuance of an inaccurate NOTAM, and can lead to a hazardous condition. 2.7.1.1.1 Partially Closed Runway The temporarily closed portion of a partially closed runway will generally extend from the threshold to a taxiway that may be used for entering and exiting the runway. If the closed portion extends to a point between taxiways, pilots will have to back-taxi on the runway, which is an undesirable operation. See Figure 2-1 for a desirable configuration. 2.7.1.1.2 Displaced Thresholds. Since the portion of the runway pavement between the permanent threshold and a standard displaced threshold is available for takeoff and for landing in the opposite direction, the temporary displaced threshold need not be located at an entrance/exit taxiway. See Figure 2-2. 2.7.1.2 Closing of aircraft rescue and fire fighting access routes. 2.7.1.3 Closing of access routes used by airport and airline support vehicles. 2.7.1.4 Interruption of utilities, including water supplies for fire fighting. I 2.7.1.5 Approach/departure surfaces affected by heights of objects. 2.7.1.6 Construction areas, storage areas, and access routes near runways, taxiways, aprons, or helipads. i 2-8 12/13/2017 AC 15015370-2G Figure 2-1. Temporary Partially Closed Runway CHANGE LENSES AS NECESSARY OBLITERATE AIMING POINT MARKING E pr USE DECLARED DISTANCES TO PROVIDE RSA COVER DISTANCEAND CLEAR REMAINING SIGN APPROACH AND + IN THIS DIRECTION DEPARTURE SURFACE INSTALL SIGN AT BOTH ENDS OF THE RUNWAY(OPTIONAL) NiIBJ J-�s)!J�IVl J.^n_I� INSTALL TEMPORARY RUNWAY DESIGNATION AND THRESHOLD BAR O'LIT TAXIWAY l CENTERLINE MARKINGS ,G TO CLOSED AREAS INSTALL TEMPORARY RUNWAY '. ' THRESHOLDIEND } LIGHTING C� --INSTALL TEMPORARY TAXIWAY CLOSED MARKING `1 t INSTALL TEMPORARY BLAST FENCE TO PROTECT REIL (OPTIONAL) RUNWAY SAFETY CONSTRUCTION ZONE(MAY AREA EXTENDS BE REQUIRED).IF BLAST OBLITERATE REQUIRED DISTANCE FENCE IS NOT USED,INSTALL TOUCHDOWN PRIOR TO LOW PROFILE BARRICADES ZONE MARKING THRESHOLD 1 INSTALL TEMPORARY CHEVRONS LOW PROFILE BARRICADES 1 WITH FLASHERS SEE NOTE 1 — o OBLITERATE RUNWAY DESIGNATION AND CENTERLINE MARKINGS NOTES: DISCONNECTICOVER TAXIWAY DIRECTION 1.PLACE LOW PROFILE BARRICADES AT SIGNS ALL ACCESS POINTS TO CLOSED ' o ' SECTION OF RUNWAY. D 2.THIS FIGURE IS A SCHEMATIC REPRESENTATION AND NOT INTENDED FOR INSPECTION PURPOSES.REFER TO THE APPLICABLE ACs FOR GUIDANCE. 3.THIS FIGURE DEPICTS A TYPICAL f TEMPORARY PARTIALLY CLOSED RUNWAY.THE ACTUAL TEMPORARY MEASURES WILL VARY PER EACH SPECIFIC SITUATION, G G C C C C 4.DISCONNECTICOVER LIGHTS IN CLOSED AREAS. DISCONNECTICOVER ' 5.DURING CONSTRUCTION VASI AND PAR TAXIWAY DIRECTION SYSTEMS SHOULD BE TAKEN OUT OF SIGN SERVICE. CONSTRUCTION AREA DISCONNECT LIGHTS(TYPICAL) J— OBLITERATE THRESHOLD NOT TO SCALE 2-9 12/13/2017 AC 150/5370-2G Figure 2-2. Temporary Displaced Threshold --- OBLITERATE AIMING POINT MARKING i i INSTALL TEMPORARY RUNWAY DESIGNATION, ARROWHEADS AND DISPLACED THRESHOLD BAR USE DECLARED DISTANCES INSTALL TEMPORARY TO PROVIDE RUNWAY THRESHOLD LIGHTING RSAAND CLEAR (INBOARD LIGHT IS YELLOWIGREEN, INSTALL APPROACHIDEPARTURE I ALL OTHERS ARE BLANKIGREEN) TEMPORARY SURFACE REIL(OPTIONAL) i INSTALL TEMPORARY ARROWS TO EXISTING CENTERLINE MARKING, • SEE NOTE OBLITERATE TOUCHDOWN ZONE j TURN CENTERLINE LIGHTS AND CENTERLINE OFF IF DISPLACEMENT OF MARKING THRESHOLD IS MORE THAN 700' i OBLITERATE RUNWAY j DESIGNATION MARKING CHANGE EXISTING ' LIGHTS TO YELLOWIRED RUNWAY SAFETY AREA EXTENDS �. REQUIRED DISTANCE PRIOR TO THRESHOLD FI YYKV 1� OBLITERATE --- -- - THRESHOLD MARKINGS I I 4110999 w wo - I� INSTALL REDIRED LIGHTS - NOTES: 9,TH16 FIGURE IS A SCHEMATIC REPRESENTATION _ BLAST FENCE OUTSIDE _ AND NOT INTENDED FOR INSPECTION PURPOSES. CONSTRUCTION AREA TOFA TO PROTECT - REFER TO THE APPLICABLE ACs FOR GUIDANCE. t� tt f CONSTRUCTION ZONE 2.THIS FIGURE DIPICTS ATYPICAL TEMPORARY (MAY BE REQUIRED) DISPLACED THRESHOLD.THE ACTUAL TEMPORARY - MEASURES WILL VARY PER EACH SPECIFIC j SITUATION. NOT TO SCALE 3.DURING CONSTRUCTION VASI AND PAPI SYSTEMS - SHOULD BE TAKEN OUT OF SERVICE. Note: See paragraph 2.18.2.5. 2-10 f 12/13/2017 AC 150/5370-2G 2.7.2 Mitigation of Effects. Establishment of specific procedures is necessary to maintain the safety and efficiency of airport operations. The CSPP must address: 2.7.2.1 Temporary changes to runway and/or taxi operations. 2.7.2.2 Detours for ARFF and other airport vehicles. 2.7.2.3 Maintenance of essential utilities. 2.7.2.4 Temporary changes to air traffic control procedures. Such changes must be coordinated with the ATO. 2.8 Navigation Aid (NAVAID) Protection. Before commencing construction activity,parking vehicles, or storing construction equipment and materials near a NAVAID, coordinate with the appropriate FAA ATO/Technical Operations office to evaluate the effect of construction activity and the required distance and direction from the NAVAID. (See paragraph 2.13.5.3.) Construction activities, materials/equipment storage, and vehicle parking near electronic NAVAIDs require special consideration since they may interfere with signals essential to air navigation. If any NAVAID may be affected, the CSPP and SPCD must show an understanding of the "critical area" associated with each NAVAID and describe how it will be protected. Where applicable,the operational critical areas of NAVAIDs should be graphically delineated on the project drawings. Pay particular attention to stockpiling material, as well as to movement and parking of equipment that may interfere with line of sight from the ATCT or with electronic emissions. Interference from construction equipment and activities may require NAVAID shutdown or adjustment of instrument approach minimums for low visibility operations. This condition requires that a NOTAM be filed(see paragraph 2.13.2). Construction activities and materials/equipment storage near a NAVAID must not obstruct access to the equipment and instruments for maintenance. Submittal of a 7460-1 form is required for construction vehicles operating near FAA NAVAIDs. (See paragraph 2.13.5.3.) 2.9 Contractor Access. The CSPP must detail the areas to which the contractor must have access, and explain how contractor personnel will access those areas. Specifically address: i 2.9.1 Location of Stockpiled Construction Materials. Stockpiled materials and equipment storage are not permitted within the RSA and OFZ, and if possible should not be permitted within the Object Free Area(OFA) of an operational runway. Stockpiling material in the OFA requires submittal of a 7460-1 form and justification provided to the appropriate FAA Airports Regional or District Office for approval. The airport operator must ensure that stockpiled materials and equipment adjacent to these areas are prominently marked and lighted during hours of restricted visibility or darkness. (See paragraph 2.18.2.) This includes determining and 2-11 12/13/2017 AC 150/5370-2G verifying that materials are stabilized and stored at an approved location so as not to be a hazard to aircraft operations and to prevent attraction of wildlife and foreign object damage from blowing or tracked material. See paragraphs 2.10 and 2.11. 2.9.2 Vehicle and Pedestrian Operations. The CSPP should include specific vehicle and pedestrian requirements. Vehicle and pedestrian access routes for airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the AOA. The airport operator should coordinate requirements for vehicle operations with airport tenants, contractors, and the FAA air traffic manager. In regard to vehicle and pedestrian operations,the CSPP should include the following, with associated training requirements: 2.9.2.1 Construction Site Parking. Designate in advance vehicle parking areas for contractor employees to prevent any unauthorized entry of persons or vehicles onto the AOA. These areas should provide reasonable contractor employee access to the job site. 2.9.2.2 Construction Equipment Parking. Contractor employees must park and service all construction vehicles in an area designated by the airport operator outside the OFZ and never in the safety area of an active runway or taxiway. Unless a complex setup procedure makes movement of specialized equipment infeasible, inactive equipment must not be parked on a closed taxiway or runway. If it is necessary to leave specialized equipment on a closed taxiway or runway at night,the equipment must be well lighted. Employees should also park construction vehicles outside the OFA when not in use by construction personnel (for example, overnight, on weekends, or during other periods when construction is not active). Parking areas must not obstruct the clear line of sight by the ATCT to any taxiways or runways under air traffic control nor obstruct any runway visual aids, signs, or navigation aids. The FAA must also study those areas to determine effects on airport design criteria, surfaces established by 14 CFR Part 77, Safe, Efficient Use, and Preservation of the Navigable Airspace (Part 77), and on NAVAIDs and Instrument Approach Procedures (IAP). See paragraph 2.13.1 for further information. 1 2.9.2.3 Access and Haul Roads. Determine the construction contractor's access to the construction sites and haul roads. Do not permit the construction contractor to use any access or haul roads other than those approved. Access routes used by contractor vehicles must be clearly marked to prevent inadvertent entry to areas open to airport operations. Pay special attention to ensure that if construction traffic is to share or cross any ARFF routes that ARFF right of way is not impeded at any time, and that construction traffic on haul 2-12 12/13/2017 AC 150/5370-2G roads does not interfere with NAVAIDs or approach surfaces of operational runways. Address whether access gates will be blocked or inoperative or if a rally point will be blocked or inaccessible. 2.9.2.4 Marking and lighting of vehicles in accordance with AC 150/5210-5, Painting, Marking, and Lighting of Vehicles Used on an Airport. 2.9.2.5 Description of proper vehicle operations on various areas under normal, lost communications, and emergency conditions. 2.9.2.6 Required escorts. 2.9.2.7 Training Requirements for Vehicle Drivers to Ensure Compliance with the Airport Operator's Vehicle Rules and Regulations. Specific training should be provided to vehicle operators, including those providing escorts. See AC 15015210-20, Ground Vehicle Operations on Airports, for information on training and records maintenance requirements. 2.9.2.8 Situational Awareness. Vehicle drivers must confirm by personal observation that no aircraft is approaching their position (either in the air or on the ground)when given clearance to cross a runway,taxiway, or any other area open to airport operations. In addition, it is the responsibility of the escort vehicle driver to verify the movement/position of all escorted vehicles at any given time. At non-towered airports, all aircraft movements and flight operations rely on aircraft operators to self-report their positions and intentions. However, there is no requirement for an aircraft to have radio communications. Because aircraft do not always broadcast their positions or intentions, visual checking, radio monitoring, and situational awareness of the surroundings is critical to safety. 2.9.2.9 Two-Way Radio Communication Procedures. 2.9.2.9.1 General. The airport operator must ensure that tenant and construction contractor personnel engaged in activities involving unescorted operation on aircraft movement areas observe the proper procedures for communications, Y including using appropriate radio frequencies at airports with and without ATCT. When operating vehicles on or near open runways or taxiways, construction personnel must understand the critical importance of maintaining radio contact, as directed by the airport operator, with: 1. Airport operations 2. ATCT 2-13 12/13/2017 AC 150/5370-2G 3. Common Traffic Advisory Frequency(CTAF), which may include UNICOM, MULTICOM. 4. Automatic Terminal Information Service (ATIS). This frequency is useful for monitoring conditions on the airport. Local air traffic will broadcast information regarding construction related runway closures and "shortened"runways on the ATIS frequency. 2.9.2.9.2 Areas Requiring Two-Way Radio Communication with the ATCT. Vehicular traffic crossing active movement areas must be controlled either by two-way radio with the ATCT, escort, flagman, signal light, or other means appropriate for the particular airport. 2.9.2.9.3 Frequencies to be Used. The airport operator will specify the frequencies to be used by the contractor, which may include the CTAF for monitoring of aircraft operations. Frequencies may also be assigned by the airport operator for other communications, including any radio frequency in compliance with Federal Communications Commission requirements. At airports with an ATCT, the airport operator will specify the frequency assigned by the ATCT to be used between contractor vehicles and the ATCT. 2.9.2.9.4 Proper radio usage, including read back requirements. 2.9.29.5 Proper phraseology, including the International Phonetic Alphabet. 2.9.29.6 Light Gun Signals, Even though radio communication is maintained, escort vehicle drivers must also familiarize themselves with ATCT light gun signals in the event of radio failure. See the FAA safety placard "Ground Vehicle Guide to Airport Signs and Markings." This safety placard may be downloaded through the Runway Safety Program Web site at http://www.faa.gov/airports/runway safety/publications/ (see "Signs & Markings Vehicle Dashboard Sticker") or obtained from the FAA Airports Regional Office. 2.9.2.10 Maintenance of the secured area of the airport,including: 1 2.9.2.10.1 Fencing and Gates. Airport operators and contractors must take care to maintain security during construction when access points are created in the security fencing to permit the passage of construction vehicles or personnel. Temporary gates should be equipped so they can be securely closed and locked to prevent access by animals and unauthorized people. Procedures should be -' in place to ensure that only authorized persons and vehicles have access to the AOA and to prohibit "piggybacking"behind another person or vehicle. The Department of Transportation (DOT) document DOT/FAA/AR- 2-14 12/13/2017 AC 15015370-2G { 00152,Recommended Security Guidelines for Airport Planning and Construction,provides more specific information on fencing. A copy of this document can be obtained from the Airport Consultants Council, Airports Council International, or American Association of Airport Executives. 2.9.2.10.2 Badging Requirements. Airports subject to 49 CFR Part 1542,Airport Security, must meet standards for access control, movement of ground vehicles, and identification of construction contractor and tenant personnel. 2.10 Wildlife Management. The CSPP and SPCD must be in accordance with the airport operator's wildlife hazard management plan, if applicable. See AC 150/5200-33,Hazardous Wildlife Attractants On or Near Airports, and CertAlert 98-05, Grasses Attractive to Hazardous Wildlife. Construction contractors must carefully control and continuously remove waste or loose materials that might attract wildlife. Contractor personnel must be aware of and avoid construction activities that can create wildlife hazards on airports, such as: 2.10.1 Trash. Food scraps must be collected from construction personnel activity. 2.10.2 Standing Water. 2.10.3 Tall Grass and Seeds. Requirements for turf establishment can be at odds with requirements for wildlife control. Grass seed is attractive to birds. Lower quality seed mixtures can contain seeds s of plants (such as clover) that attract larger wildlife. Seeding should comply with the guidance in AC 15015370-10, Standards for Specifying Construction of Airports, Item T-901, Seeding. Contact the local office of the United Sates Department of Agriculture 1 Soil Conservation Service or the State University Agricultural Extension Service (County Agent or equivalent) for assistance and recommendations. These agencies can also provide liming and fertilizer recommendations. 2.10.4 Poorly Maintained Fencing and Gates. See paragraph 2.9.2.10.1. J 2.10.5 Disruption of Existing Wildlife Habitat. -4 While this will frequently be unavoidable due to the nature of the project, the CSPP should specify under what circumstances (location,wildlife type) contractor personnel should immediately notify the airport operator of wildlife sightings. 2-15 12/13/2017 AC 15015370-2G 2.11 Foreign Object Debris (FOD) Management. Waste and loose materials, commonly referred to as FOD, are capable of causing damage to aircraft landing gears,propellers, and jet engines. Construction contractors must not leave or place FOD on or near active aircraft movement areas. Materials capable of creating FOD must be continuously removed during the construction project. Fencing (other than security fencing) or covers may be necessary to contain material that can be carried by wind into areas where aircraft operate. See AC 15015210-24, Foreign Object Debris (FOD) Management. 2.12 Hazardous Materials (HAZMAT) Management. Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks. Transport and handling of other hazardous materials on an airport also r . requires special procedures. See AC 150/5320-15, Management ofA irport Industrial Waste. i 2.13 Notification of Construction Activities. The CSPP and SPCD must detail procedures for the immediate notification of airport users and the FAA of any conditions adversely affecting the operational safety of the airport. It must address the notification actions described below, as applicable. 2.13.1 List of Responsible Representatives/points of contact for all involved parties, and procedures for contacting each of them, including after hours. i 2.13.2 NOTAMs. Only the airport operator may initiate or cancel NOTAMs on airport conditions, and is the only entity that can close or open a runway. The airport operator must coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions resulting from construction activities with tenants and the local air traffic facility(control tower, approach control, or air traffic control center), and must either enter the NOTAM into NOTAM Manager, or provide information on closed or hazardous conditions on airport movement areas to the FAA Flight Service Station (FSS) so it can issue a NOTAM. The airport operator must file and maintain a list of authorized representatives with the FSS. Refer to AC 150/5200-28,Notices to Airmen (NOTAMs)for Airport Operators, for a sample NOTAM form. Only the FAA may issue or cancel NOTAMs on shutdown or irregular operation of FAA owned facilities. Any person having reason to believe that a NOTAM is missing, incomplete, or inaccurate must notify the airport operator. See paragraph 2.7.1.1 about issuing NOTAMs for partially closed runways versus runways with displaced thresholds. 1 -i 2-16 12/13/2017 AC 150/5370-2G 2.13.3 Emergency notification procedures for medical, fire fighting, and police response. 2.13.4 Coordination with ARFF. The CSPP must detail procedures for coordinating through the airport sponsor with ARFF personnel, mutual aid providers, and other emergency services if construction requires: 1. The deactivation and subsequent reactivation of water lines or fire hydrants, or 2. The rerouting, blocking and restoration of emergency access routes, or 3. The use of hazardous materials on the airfield. 2.13.5 Notification to the FAA. 2.13.5.1 Part 77. Any person proposing construction or alteration of objects that affect navigable airspace, as defined in Part 77, must notify the FAA. This includes construction equipment and proposed parking areas for this equipment(i.e., cranes, graders, other equipment) on airports. FAA Form 7460-1,Notice of Proposed Construction or Alteration, can be used for r this purpose and submitted to the appropriate FAA Airports Regional or District Office. See Appendix A to download the form. Further guidance is available on the FAA web site at oeaaa.faa.gov. 2.13.5.2 Part 157. With some exceptions, Title 14 CFR Part 157,Notice of Construction, Alteration, Activation, and Deactivation of Airports, requires that the airport operator notify the FAA in writing whenever a non-Federally funded project involves the construction of a new airport; the construction, E realigning, altering, activating, or abandoning of a runway, landing strip, or associated taxiway; or the deactivation or abandoning of an entire airport. Notification involves submitting FAA Form 7480-1,Notice of i Landing Area Proposal, to the nearest FAA Airports Regional or District Office. See Appendix A to download the form. 2.13.5.3 NAVAIDs. For emergency(short-notice)notification about impacts to both airport owned and FAA owned NAVAIDs, contact: 866-432-2622. 2.13.5.3.1 Airport Owned/FAA Maintained. If construction operations require a shutdown of 24 hours or greater in duration, or more than 4 hours daily on consecutive days, of a NAVAID owned by the airport but maintained by the FAA, provide a 45-day minimum notice to FAA ATO/Technical Operations prior to facility shutdown,using Strategic Event Coordination (SEC)Form 6000.26 contained within FAA Order 6000.15, General Maintenance Handbook for National Airspace System (NAS)Facilities. 2-17 1 12/13/2017 AC 15015370-2G 2.13.5.3.2 FAA Owned. i 1. The airport operator must notify the appropriate FAA ATO Service Area Planning and Requirements (P&R) Group a minimum of 45 days prior to implementing an event that causes impacts to NAVAIDs, i using SEC Form 6000.26. 2. Coordinate work for an FAA owned NAVAID shutdown with the local FAA ATO/Technical Operations office, including any necessary reimbursable agreements and flight checks. Detail procedures that address unanticipated utility outages and cable cuts that could impact t FAA NAVAIDs. Refer to active Service Level Agreement with ATO for specifics. 2.14 Inspection Requirements. 2.14.1 Daily Inspections. Inspections should be conducted at least daily, but more frequently if necessary to ensure conformance with the CSPP. A sample checklist is provided in Appendix D, Construction Project Daily Safety Inspection Checklist. See also AC 150/5200-18, Airport Safety Self-Inspection. Airport operators holding a Part 139 certificate are required to conduct self-inspections during unusual conditions, such as construction activities, that may affect safe air carrier operations. 2.14.2 Interim Inspections. Inspections should be conducted of all areas to be (re)opened to aircraft traffic to ensure the proper operation of lights and signs, for correct markings, and absence of FOD. The contractor should conduct an inspection of the work area with airport operations ' personnel. The contractor should ensure that all construction materials have been secured, all pavement surfaces have been swept clean, all transition ramps have been properly constructed, and that surfaces have been appropriately marked for aircraft to operate safely. Only if all items on the list meet with the airport operator's approval should the air traffic control tower be notified to open the area to aircraft operations. The contractor should be required to retain a suitable workforce and the necessary equipment at the work area for any last minute cleanup that may be requested by the airport operator prior to opening the area. 2.14.3 Final Inspections. New runways and extended runway closures may require safety inspections at certificated airports prior to allowing air carrier service. Coordinate with the FAA Airport Certification Safety Inspector (ACSI)to determine if a final inspection will be necessary. 2-18 i 7 12/13/2017 AC 15015370-2G s 2.15 Underground Utilities. The CSPP and/or SPCD must include procedures for locating and protecting existing underground utilities, cables, wires,pipelines, and other underground facilities in excavation areas. This may involve coordinating with public utilities and FAA ATO/Technical Operations. Note that "One Call" or"Miss Utility" services do not include FAA ATO/Technical Operations. 2.16 Penalties. The CSPP should detail penalty provisions for noncompliance with airport rules and regulations and the safety plans (for example, if a vehicle is involved in a runway incursion). Such penalties typically include rescission of driving privileges or access to the AOA. t 2.17 Special Conditions. C The CSPP must detail any special conditions that affect the operation of the airport and will require the activation of any special procedures (for example, low-visibility operations, snow removal, aircraft in distress, aircraft accident, security breach, Vehicle r /Pedestrian Deviation(VPD) and other activities requiring construction t suspension/resumption). 2 S 2.18 Runway and Taxiway Visual Aids. This includes marking, lighting, signs, and visual NAVAIDs. The CSPP must ensure that areas where aircraft will be operating are clearly and visibly separated from construction areas, including closed runways. Throughout the duration of the construction project, verify that these areas remain clearly marked and visible at all times and that marking, lighting, signs, and visual NAVAIDs that are to continue to perform their functions during construction remain in place and operational. Visual NAVAIDs that are not serving their intended function during construction must be temporarily disabled, covered, or modified as necessary. The CSPP must address the following, as appropriate: 2.18.1 General. Airport markings, lighting, signs, and visual NAVAIDs must be clearly visible to pilots, not misleading, confusing, or deceptive. All must be secured in place to prevent movement by prop wash,jet blast, wing vortices, and other wind currents and constructed of materials that will minimize damage to an aircraft in the event of inadvertent contact. Items used to secure such markings must be of a color similar to the marking. 2.18.2 Markings. During the course of construction projects, temporary pavement markings are often required to allow for aircraft operations during or between work periods. During the design phase of the project, the designer should coordinate with the project manager, 2-19 i I { 12/13/2017 AC 150/5370-2G airport operations, airport users, the FAA Airports project manager, and Airport Certification Safety Inspector for Part 139 airports to determine minimum temporary markings. The FAA Airports project manager will, wherever a runway is closed, coordinate with the appropriate FAA Flight Standards Office and disseminate findings to all parties. Where possible, the temporary markings on finish grade pavements should be placed to mirror the dimensions of the final markings. Markings must be in compliance with the standards of AC 15015340-1, Standards for Airport Markings, except as noted herein. Runways and runway exit taxiways closed to aircraft operations are marked with a yellow X. The preferred visual aid to depict temporary runway closure is the lighted X signal placed on or near the runway designation numbers. (See paragraph 2.18.2.1.2.) 2.18.2.1 Closed Runways and Taxiways. f 2.18.2.1.1 Permanently Closed Runways. For runways, obliterate the threshold marking, runway designation marking, and touchdown zone markings, and place an X at each end and at 1,000-foot(300 m) intervals. For a multiple runway environment, if the lighted X on a designated number will be located in the RSA of an adjacent active runway,,locate the lighted X farther down the closed runway to clear the RSA of the active runway. In addition, the closed located in the RSA of an active runway runway numbersy must be marked with a flat yellow X. 2.18.2.1.2 Temporarily Closed Runways. For runways that have been temporarily closed, place an X at each end of the runway directly on or as near as practicable to the runway designation numbers. For a multiple runway environment, if the lighted X on a designated number will be located in the RSA of an adjacent active runway, locate the lighted X farther down the closed runway to clear the RSA of the active runway. In addition,the closed runway numbers located in the RSA of an active runway must be marked with a flat yellow X. See Figure e 2-3. See also paragraph 2.18.3.3. 2.18.2.1.3 Partially Closed Runways and Displaced Thresholds. When threshold markings are needed to identify the temporary beginning of the runway that is available for landing, the markings must comply with AC 15015340-1. An X is not used on a partially closed runway or a runway with a displaced threshold. See paragraph 2.7.1.1 for the difference between partially closed runways and runways with displaced thresholds. Because of the temporary nature of threshold displacement due to construction, it is not necessary to re-adjust the existing runway a centerline markings to meet standard spacing for a runway with a visual approach. Some of the requirements below may be waived in the cases of low-activity airports and/or short duration changes that are measured in days rather than weeks. Consider whether the presence of an airport traffic 2-20 12/13/2017 AC 15015370-2G control tower allows for the development of special procedures. Contact the appropriate FAA Airports Regional or District Office for assistance. Figure 2-3. Markings for a Temporarily Closed Runway � - r 1. Partially Closed Runways. Pavement markings for temporary closed ' portions of the runway consist of a runway threshold bar, runway designation, and yellow chevrons to identify pavement areas that are I unsuitable for takeoff or landing (see AC 150/5340-1). Obliterate or cover markings prior to the moved threshold. Existing touchdown zone markings beyond the moved threshold may remain in place. Obliterate aiming point markings. Issue appropriate NOTAMs regarding any nonstandard markings. See Figure 24. 2. Displaced Thresholds. Pavement markings for a displaced threshold consist of a runway threshold bar, runway designation, and white arrowheads with and without arrow shafts. These markings are required to identify the portion of the runway before the displaced threshold to provide centerline guidance for pilots during approaches, takeoffs, and landing rollouts from the opposite direction. See AC 15015340-1. Obliterate markings prior to the displaced threshold. Existing touchdown zone markings beyond the displaced threshold may remain in place. Obliterate aiming point markings. Issue appropriate NOTAMs regarding any nonstandard markings. See Figure 2-2. 2-21 12/13/2017 AC 15015370-2G 2.18.2.1.4 TaxiwUs. 1. Permanently Closed Taxiways. AC 150/5300-13 Airport Design, notes that it is preferable to remove the pavement, but for pavement that is to remain,place an X at the entrance to both ends of the closed section. Obliterate taxiway centerline markings, including runway - Ieadoff lines, leading to the closed taxiway. See Fi rgu e 2-4. Figure 2-4. Temporary Taxiway Closure DL[ITERATES L F4D-}FF CEhlFDl LINE-MR 7AxIV:�S+ CLOSURE . _ RqA ROUNDARY + � HQ �].Pt�51Tii��.h�k�4SkN - LDIN _ �- _ WITV r-Lo HEFt 1 , tOW PrOFILE EIARi#rCADEE r— T.I!W I7ARY Y � I k 2-22 12/13/2017 AC 150/5370-2G r 2. Temporarily Closed Taxiways. Place barricades outside the safety area of intersecting taxiways. For runway/taxiway intersections,place an X at the entrance to the closed taxiway from the runway. If the taxiway will be closed for an extended period, obliterate taxiway centerline markings, including runway leadoff lines and taxiway to taxiway turns, leading to the closed section. Always obliterate runway lead-off lines for high speed exits, regardless of the duration of the closure. If the centerline markings will be reused upon reopening the taxiway, it is preferable to paint over the marking. This will result in less damage to the pavement when the upper layer of paint is ultimately removed. See Figure 2-4. 2.18.2.1.5 Temporarily CIosed Airport. When the airport is closed temporarily, mark all the runways as closed. 2.18.2.2 If unable to paint temporary markings on the pavement, construct them from any of the following materials: fabric, colored plastic,painted sheets of plywood, or similar materials. They must be properly configured and appropriately secured to prevent movement by prop wash,jet blast, or other wind currents. Items used to secure such markings must be of a color similar to the marking. 2.18.2.3 It may be necessary to remove or cover runway markings, including but ` not limited to,runway designation markings, threshold markings, centerline markings, edge stripes, touchdown zone markings and aiming point markings, depending on the length of construction and type of activity at the airport. When removing runway markings, apply the same treatment to areas between stripes or numbers, as the cleaned area will s appear to pilots as a marking in the shape of the treated area. 2.18.2.4 If it is not possible to install threshold bars, chevrons, and arrows on the t pavement, "temporary outboard white threshold bars and yellow arrowheads", see Figure 2-5, may be used. Locate them outside of the runway pavement surface on both sides of the runway. The dimensions € must be as shown in Figure 2-5. If the markings are not discernible on grass or snow, apply a black background with appropriate material over the ground to ensure they are clearly visible. 3 2.18.2.5 The application rate of paint to mark a short-term temporary runway and taxiway markings may deviate from the standard {see Item P-620, "Runway and Taxiway Painting," in AC 150/5370-10),but the dimensions must meet the existing standards. When applying temporary markings at night, it is recommended that the fast curing, Type II paint be used to help offset the higher humidity and cooler temperatures often experienced at night. Diluting the paint will substantially increase cure time and is not recommended. Glass beads are not recommended for temporary markings. Striated markings may also be used for certain temporary markings. AC 2-23 12/13/2017 AC 150/5370-2G r 150/5340-1, Standards for Airport Markings, has additional guidance on temporary markings. Figure 2-5. Temporary Outboard White Threshold Bars and Yellow Arrowheads I - INSTALL TEMPORARY WHITE I THRESHOLD BARS AND YELLOW ARROWHEADS ON BOTH SIDES SEE DETAIL BELOW I i f e lI + \� CLOSED PORTION OF r f RUNWAY f I r i f YELLOW ARROWHEAD DETAIL 2-24 i 12/13/2017 AC 150/5370-2G 2.18.3 Lighting and Visual NAVAIDs. This paragraph refers to standard runway and taxiway lighting systems. See below for hazard lighting. Lighting installation must be in conformance with AC 150/5340-30, Design and Installation Details for Airport Visual Aids, and fixture design in conformance with AC 150/5345-50, Specification for-Portable Runway and Taxiway Lights. When disconnecting runway and taxiway lighting fixtures, disconnect the associated isolation transformers. See AC 150/5340-26, Maintenance ofAirport Visual Aid Facilities, for disconnect procedures and safety precautions. Alternately, cover the light fixture in such a way as to prevent light leakage. Avoid removing the lamp from energized fixtures because an excessive number of isolation transformers with open secondaries may damage the regulators and/or increase the current above its normal k value. Secure, identify, and place any above ground temporary wiring in conduit to prevent electrocution and fire ignition sources. Maintain mandatory hold signs to operate normally in any situation where pilots or vehicle drivers could mistakenly be in that location. At towered airports certificated under Part 139,holding position signs are required to be illuminated on open taxiways crossing to closed or inactive runways. If the holding position sign is installed on the runway circuit for the closed runway, install a jumper to the taxiway circuit to provide power to the holding position sign for nighttime operations. Where it is not possible to maintain power to signs that would normally be operational, install barricades to exclude aircraft. Figure 2-1, Figure 2-2, f f Figure 2-3, and Fiore 2-4 illustrate temporary changes to lighting and visual NAVAIDs. 2.18.3.1 Permanently Closed Runways and Taxiways. For runways and taxiways that have been permanently closed, disconnect the lighting circuits. 2.18.3.2 Temporarily Closed Runways and New Runways Not Yet Open to Air Traffic. If available,use a lighted X, both at night and during the day,placed at each end of the runway on or near the runway designation numbers facing the approach. (Note that the lighted X must be illuminated at all times that it is on a runway.) The use of a lighted X is required if night work requires runway lighting to be on. See AC 15015345-55,Specification for L-893, Lighted Visual Aid to Indicate Temporary Runway Closure. For runways that have been temporarily closed, but for an extended period, and for those with pilot controlled lighting, disconnect the lighting circuits or j secure switches to prevent inadvertent activation. For runways that will be opened periodically, coordinate procedures with the FAA air traffic manager or, at airports without an ATCT, the airport operator. Activate stop bars if available. Figure 2-6 shows a lighted X by day. Figure e 2-7 shows a lighted X at night. t 2-25 2 12/13/2017 AC 15015370-2G Figure 2-6. Lighted X in Daytime I Now Figure 2-7. Lighted X at Night r t 2.18.3.3 Partially Closed Runways and Displaced Thresholds. _ When a runway is partially closed, a portion of the pavement is unavailable for any aircraft operation, meaning taxiing and landing or taking off in either direction. A displaced threshold,by contrast, is put in place to ensure obstacle clearance by landing aircraft. The pavement prior to the displaced threshold is available for takeoff in the direction of the displacement, and for landing and takeoff in the opposite direction. Misunderstanding this difference and issuance of a subsequently inaccurate NOTAM can result in a hazardous situation. For both partially 2-26 12/13/2017 AC 15015370-2G closed runways and displaced thresholds, approach lighting systems at the affected end must be placed out of service. 2.18.3.3.1 Partially Closed Runways. Disconnect edge and threshold lights on that part of the runway at and behind the threshold(that is, the portion of the runway that is closed). Alternately, cover the light fixtures in such a way as to prevent light leakage. See Figuure 2-1. 2.18.3.3.2 Temporary Displaced Thresholds. } Edge lighting in the area of the displacement emits red light in the direction of approach and yellow light(white for visual runways) in the opposite direction. If the displacement is 700 feet or less, blank out centerline lights in the direction of approach or place the centerline lights : out of service. If the displacement is over 700 feet,place the centerline lights out of service. See AC 15015340-30 for details on lighting displaced thresholds. See Figure 2-2. 2.18.3.3.3 Temporary runway thresholds and runway ends must be lighted if the runway is lighted and it is the intended threshold for night landings or instrument meteorological conditions. 2.18.3.3.4 A temporary threshold on an unlighted runway may be marked by retroreflective, elevated markers in addition to markings noted in paragraph 2.18.2.1.3. Markers seen by aircraft on approach are green. Markers at the rollout end of the runway are red. At certificated airports, temporary elevated threshold markers must be mounted with a frangible fitting(see 14 CFR Part 139.309). At non-certificated airports, the { temporary elevated threshold markings may either be mounted with a frangible fitting or be flexible. See AC 15015345-39,Specification for L- 853, Runway and Taxiway Retroreflective Markers. 2.18.3.3.5 Temporary threshold lights and runway end lights and related visual NAVAIDs are installed outboard of the edges of the full-strength pavement only when they cannot be installed on the pavement. They are installed with bases at grade level or as low as possible, but not more than 3 inch (7.6 cm) above ground. (The standard above ground height for j airport lighting fixtures is 14 inches (35 cm)). When any portion of a base J is above grade,place properly compacted fill around the base to minimize the rate of gradient change so aircraft can, in an emergency, cross at normal landing or takeoff speeds without incurring significant damage. See AC 15015370-10. 2.18.3.3.6 Maintain threshold and edge lighting color and spacing standards as described in AC 150/5340-30. Battery powered, solar, or portable lights that meet the criteria in AC 15015345-50 may be used. These systems are intended primarily for visual flight rules (VFR) aircraft operations but may 2-27 12/13/2017 AC 150/5370-2G be used for instrument flight rules (IFR) aircraft operations, upon individual approval from the Flight Standards Division of the applicable FAA Regional Office. 2.18.3.3.7 When runway thresholds are temporarily displaced,reconfigure yellow lenses (caution zone), as necessary, and place the centerline lights out of service. 2.18.3.3.8 Relocate the Visual Glide Slope Indicator (VGSI), such as Visual Approach Slope Indicator (VASI) and Precision Approach Path Indicator(PAPI); other airport lights, such as Runway End Identifier Lights (REIL); and : approach lights to identify the temporary threshold. Another option is to disable the VGSI or any equipment that would give misleading indications to pilots as to the new threshold location. Installation of temporary visual aids may be necessary to provide adequate guidance to pilots on approach to the affected runway. If the FAA owns and operates the VGSI, coordinate its installation or disabling with the local ATO/Technical Operations Office. Relocation of such visual aids will depend on the duration of the project and the benefits gained from the relocation, as this can result in great expense. See FAA JO 6850.2, Visual Guidance Lighting Systems, for installation criteria for FAA owned and operated NAVAIDs. 2.18.3.3.9 Issue a NOTAM to inform pilots of temporary lighting conditions. 2.18.3.4 Temporarily Closed Taxiways. If possible, deactivate the taxiway lighting circuits. When deactivation is not possible (for example other taxiways on the same circuit are to remain open), cover the light fixture in a way as to prevent light leakage. 2.18.4 Si ng s. To the extent possible, signs must be in conformance with AC 15015345-44, Specification for Runway and Taxiway Signs, and AC 15015340-185 Standard for Airport Sign Systems. 2.18.4.1 Existing Signs. Runway exit signs are to be covered for closed runway exits. Outbound destination signs are to be covered for closed runways. Any time a sign does not serve its normal function or would provide conflicting - information, it must be covered or removed to prevent misdirecting pilots. Note that information signs identifying a crossing taxiway continue to perform their normal function even if the crossing taxiway is closed. For 1 long term construction projects, consider relocating signs, especially runway distance remaining signs. -1 - 2-28 i 12/13/2017 AC 150/5370.2G 2.18.4.2 Temporary Signs. Orange construction signs comprise a message in black on an orange background. Orange construction signs may help pilots be aware of changed conditions. The airport operator may choose to introduce these signs as part of a movement area construction project to increase situational awareness when needed. Locate signs outside the taxiway safety limits and ahead of construction areas so pilots can take timely action.. Use temporary signs judiciously, striking a balance between the need for information and the increase in pilot workload. When there is a concern of pilot"information overload,"the applicability of mandatory hold signs must take precedence over orange construction signs recommended during construction. Temporary signs must meet the standards for such signs in Engineering Brief 93, Guidance for the Assembly and Installation of Temporary Orange Construction Signs. Many criteria in AC 150/5345-44,Specification far Runway and Taxiway Signs, are referenced in the Engineering Brief. Permissible sign legends are: 1. CONSTRUCTION AHEAD, 2. CONSTRUCTION ON RAMP, and 3. RWY XX TAKEOFF RUN AVAILABLE XXX FT. Phasing, supported by drawings and sign schedule, for the installation of orange construction signs must be included in the CSPP or SPCD. 2.18.4.2.1 Takeoff Run Available TORR signs. f Recommended: Where a runway has been shortened for takeoff, install orange TORA signs well before the hold lines, such as on a parallel taxiway prior to a turn to a runway hold position. See EB 93 for sign size and location. 2.18.4.2.2 Sign legends are shown in Fi Lire F-1. Note: See Figure E-1, Figure E-2, Figure E-3, Figure F-2, and Figure F-3 for examples of orange construction sign locations. 2.19 Marking and Signs for Access Routes. ' The CSPP should indicate that pavement markings and signs for construction personnel will conform to AC 15015340-18 and, to the extent practicable, with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications. Signs adjacent to areas used by aircraft must comply with the frangibility requirements of AC 150/5220-23,Frangible Connections, which may require modification to size and height guidance in the MUTCD. 2-29 f 12/13/2017 AC 150/5370-2G 2.20 Hazard Marking, Lighting and Signing. 2.20.1 Hazard marking, lighting, and signing prevent pilots from entering areas closed to aircraft, and prevent construction personnel from entering areas open to aircraft. The CSPP must specify prominent, comprehensible warning indicators for any area affected by construction that is normally accessible to aircraft, personnel, or vehicles. Hazard marking and lighting must also be specified to identify open manholes, small areas under repair, stockpiled material, waste areas, and areas subject to jet blast. Also consider less obvious construction-related hazards and include markings to identify FAA, airport, and National Weather Service facilities cables and power lines; instrument landing system (ILS) critical areas; airport surfaces, such as RSA, OFA, and OFZ; and other sensitive areas to make it easier for contractor personnel to avoid these areas. 2.20.2 Equipment. 2.20.2.1 Barricades. Low profile barricades, including traffic cones, (weighted or sturdily attached to the surface) are acceptable methods used to identify and define the limits of construction and hazardous areas on airports. Careful consideration must be given to selecting equipment that poses the least danger to aircraft but is sturdy enough to remain in place when subjected to typical winds,prop wash and jet blast. The spacing of barricades must be such that a breach is physically prevented barring a deliberate act. For example, if barricades are intended to exclude aircraft, gaps between barricades must be smaller than the wingspan of the smallest aircraft to be excluded; if barricades are intended to exclude vehicles, gaps between barricades must be smaller than the width of the excluded vehicles, generally 4 feet(1.2 meters). Provision must be made for ARFF access if necessary. If barricades are intended to exclude pedestrians, they must be continuously linked. Continuous linking may be accomplished through the use of ropes, securely attached to prevent FOR 2.20.2.2 Lights. Lights must be red, either steady burning or flashing, and must meet the luminance requirements of the State Highway Department. Batteries powering lights will last longer if lights flash. Lights must be mounted on barricades and spaced at no more than 10 feet(3 meters). Lights must be J operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. They may be operated by photocell, but this may require that the contractor turn them on manually during periods of low visibility during daytime hours. 2.20.2.3 Supplement Barricades with Signs (for example) As Necessary. Examples are"No Entry" and"No Vehicles." Be aware of the increased effects of wind and jet blast on barricades with attached signs. 2-30 i 12/13/2017 AC 15015370-2G 2.20.2.4 Air Operations Area—General. Barricades are not permitted in any active safety area or on the runway side of a runway hold line. Within a runway or taxiway object free area, and on aprons, use orange traffic cones, flashing or steady burning red lights as noted above, highly reflective collapsible barricades marred with diagonal, alternating orange and white stripes; and/or signs to separate all construction/maintenance areas from the movement area. Barricades may be supplemented with alternating orange and white flags at least 20 by 20 inch(50 by 50 cm) square and securely fastened to eliminate FOR All barricades adjacent to any open runway or taxiway/taxilane safety area, or apron must be as low as possible to the ground, and no more than 18 inches high, exclusive of supplementary lights and flags. Barricades must be of low mass; easily collapsible upon contact with an aircraft or any of its components; and weighted or sturdily attached to the surface to prevent displacement from prop wash,jet blast, wing vortex, and other surface wind currents. If affixed to the surface, they must be frangible at grade level or as low as possible, but not to exceed 3 inch (7.6 cm) above the ground. Figure and Fi rum show sample barricades with proper coloring and flags. Figure 2-8. Interlocking Barricades I { + _ MAI% r 4' t 1 1 J s 2-31 12/13/2017 AC 150/5370-2G Figure 2-9. Low Profile Barricades _ Y Fri .K 2.20.2.5 Air Operations Area—Runway/Taxiway Intersections. Use highly reflective barricades with lights to close taxiways leading to closed runways. Evaluate all operating factors when determining how to mark temporary closures that can last from 10 to 15 minutes to a much longer period of time. However, even for closures of relatively short duration, close all taxiway/runway intersections with barricades. The use of traffic cones is appropriate for short duration closures. 2.20.2.6 Air Operations Area—Other. Beyond runway and taxiway object free areas and aprons, barricades intended for construction vehicles and personnel may be many different shapes and made from various materials, including railroad ties, sawhorses,jersey barriers, or barrels. 2.20.2.7 Maintenance. The construction specifications must include a provision requiring the contractor to have a person on call 24 hours a day for emergency maintenance of airport hazard lighting and barricades. The contractor must y file the contact person's information with the airport operator. Lighting 1 should be checked for proper operation at least once per day,preferably at dusk. 2.21 Work Zone Lighting for Nighttime Construction. Lighting equipment must adequately illuminate the work area if the construction is to be performed during nighttime hours. Refer to AC 150/5370-10 for minimum illumination levels for nighttime paving projects. Additionally, it is recommended that all support equipment, except haul trucks, be equipped with artificial illumination to safely 2-32 12/13/2017 AC 150/5370-2G illuminate the area immediately surrounding their work areas. The lights should be positioned to provide the most natural color illumination and contrast with a minimum of shadows. The spacing must be determined by trial. Light towers should be positioned and adjusted to aim away from ATCT cabs and active runways to prevent blinding effects. Shielding may be necessary. Light towers should be removed from the construction site when the area is reopened to aircraft operations. Construction lighting units should be identified and generally located on the construction phasing plans in relationship to the ATCT and active runways and taxiways. 2.22 Protection of Runway and Taxiway Safety Areas. Runway and taxiway safety areas, OFZs, OFAs, and approach surfaces are described in AC 150/5300-13. Protection of these areas includes limitations on the location and height of equipment and stockpiled material. An FAA airspace study may be required. Coordinate with the appropriate FAA Airports Regional or District Office if there is any doubt as to requirements or dimensions (see paragraph Z.13.5) as soon as the location and height of materials or equipment are known. The CSPP should include drawings showing all safety areas, object free areas, obstacle free zones and approach departure surfaces affected by construction. 2.22.1 Runway ty Area (RSA), A runway safety area is the defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway(see AC 150/5300-13). Construction activities within the existing RSA are subject to the following conditions: 2.22.1.1 No construction may occur within the existing RSA while the runway is open for aircraft operations. The RSA dimensions may be temporarily adjusted if the runway is restricted to aircraft operations requiring an RSA that is equal to the RSA width and length beyond the runway ends available during construction. (See AC 150/5300-13). The temporary use of declared distances and/or partial runway closures may provide the necessary RSA under certain circumstances. Coordinate with the appropriate FAA Airports Regional or District Office to have declared distances information published, and appropriate NOTAMs issued. See AC 150/5300-13 for guidance on the use of declared distances. 2.22.1.2 The airport operator must coordinate the adjustment of RSA dimensions as 1 permitted above with the appropriate FAA Airports Regional or District Office and the local FAA air traffic manager and issue a NOTAM. 2.22.1.3 The CSPP and SPCD must provide procedures for ensuring adequate distance for protection from blasting operations, if required by operational considerations. 2-33 12/13/2017 AC 15015370-2G 2.22.1.4 Excavations. 2.22.1.4.1 Open trenches or excavations are not permitted within the RSA while the runway is open. Backfill trenches before the runway is opened. If backfilling excavations before the runway must be opened is impracticable, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the runway across the trench without damage to the aircraft. 2.22.1.4.2 Construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. 2.22.1.5 Erosion Control. Soil erosion must be controlled to maintain RSA standards, that is, the ! RSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and fire fighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. 2.22.2 Runway Object Free Area(ROFA). Construction, including excavations, may be permitted in the ROFA. However, equipment must be removed from the ROFA when not in use, and material should not be stockpiled in the ROFA if not necessary. Stockpiling material in the OFA requires submittal of a 7460-1 form and justification provided to the appropriate FAA Airports ? Regional or District Office for approval. s 2.22.3 Taxiway Safety Area(TSA). 2.22.3.1 A taxiway safety area is a defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway. (See AC 15015300-13.) Since the width of the TSA is equal to the wingspan of the design aircraft, no construction may occur within the TSA while the taxiway is open for aircraft operations. The TSA ' dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a TSA that is equal to the TSA width available during construction. Give special consideration to TSA dimensions at taxiway turns and intersections. (see AC 15015300-13). 1 2.22.3.2 The airport operator must coordinate the adjustment of the TSA width as permitted above with the appropriate FAA Airports Regional or District Office and the FAA air traffic manager and issue a NOTAM. 2-34 12/13/2017 AC 150/5370-2G 7 2.22.3.3 The CSPP and SPCD must provide procedures for ensuring adequate distance for protection from blasting operations. 2.22.3.4 Excavations. 1. Curves. Open trenches or excavations are not permitted within the TSA while the taxiway is open. Trenches should be backfilled before the taxiway is opened. If backfilling excavations before the taxiway must be opened is impracticable, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the taxiway across the ' trench without damage to the aircraft. 2. Straight Sections. Open trenches or excavations are not permitted within the TSA while the taxiway is open for unrestricted aircraft operations. Trenches should be backfilled before the taxiway is opened. If backfilling excavations before the taxiway must be opened is impracticable, cover the excavations to allow the safe passage of ARFF equipment and of the heaviest aircraft operating on the taxiway across the trench without causing damage to the equipment or aircraft. In rare circumstances where the section of taxiway is indispensable for aircraft movement, open trenches or excavations may be permitted in the TSA while the taxiway is open to aircraft operations, subject to the following restrictions: a. Taxiing speed is limited to 10 mph. b. Appropriate NOTAMs are issued. c. Marking and lighting meeting the provisions of paragraphs 2.18 and 2.20 are implemented. d. Low mass, low-profile lighted barricades are installed. e. Appropriate temporary orange construction signs are installed. 3. Construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. 2.22.3.5 Erosion control. Soil erosion must be controlled to maintain TSA standards,that is, the TSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. 2-35 12/13/2017 AC 150/5370-2G r 2.22.4 Taxiway Object Free Area(TOFA). Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxiway object free area during normal operations. Thus, the restrictions are more stringent. Except as provided below, no construction may occur within the taxiway object free area while the taxiway is open for aircraft operations. L 2.22.4.1 The taxiway object free area dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a taxiway object free area that is equal to the taxiway object free area width available. Give special consideration to TOFA dimensions at taxiway turns and intersections. 2.22.4.2 Offset taxiway centerline and edge pavement markings (do not use glass beads) may be used as a temporary measure to provide the required taxiway object free area. Where offset taxiway pavement markings are provided, centerline lighting, centerline reflectors, or taxiway edge reflectors are required. Existing lighting that does not coincide with the temporary markings must be taken out of service. 2.22.4.3 Construction activity, including open excavations, may be accomplished without adjusting the width of the taxiway object free area, subject to the following restrictions: 2.22.4.3.1_ Taxiing speed is limited to 10 mph. 2.22.4.3.2 NOTAMs issued advising taxiing pilots of hazard and recommending reduced taxiing speeds on the taxiway. 2.22.4.3.3 Marking and lighting meeting the provisions of paragraphs 2.18 and 2.20 are implemented. 2.22.4.3.4 If desired, appropriate orange construction signs are installed. See paragraph 2.18.4.2 and Appendix F. 2.22.4.3.5 Five-foot clearance is maintained between equipment and materials and any part of an aircraft(includes wingtip overhang). If such clearance can only be maintained if an aircraft does not have full use of the entire taxiway width (with its main landing gear at the edge of the usable pavement), then it will be necessary to move personnel and equipment for the passage of that aircraft. 2.22.4.3.6 Flaggers furnished by the contractor must be used to direct and control construction equipment and personnel to a pre-established setback distance for safe passage of aircraft, and airline and/or airport personnel. 1 Flaggers must also be used to direct taxiing aircraft. Due to liability issues,the airport operator should require airlines to provide flaggers for directing taxiing aircraft. 2-36 12/13/2017 AC 150/5370-2G ` 2.22.5 Obstacle Free Zone (OFZ). In general,personnel, material, and/or equipment may not penetrate the OFZ while the runway is open for aircraft operations. If a penetration to the OFZ is necessary, it may be possible to continue aircraft operations through operational restrictions. Coordinate with the FAA through the appropriate FAA Airports Regional or District Office. s 2.22.6 RunwayApproach/Dgparture Areas and Clearways. All personnel, materials, and/or equipment must remain clear of the applicable threshold siting surfaces, as defined in AC 150/5300-13. Objects that do not penetrate these surfaces may still be obstructions to air navigation and may affect standard instrument approach procedures. Coordinate with the FAA through the appropriate FAA Airports Regional or District Office. 2.22.6.1 Construction activity in a runway approach/departure area may result in the need to partially close a runway or displace the existing runway threshold. Partial runway closure, displacement of the runway threshold, as well as closure of the complete runway and other portions of the movement area also require coordination through the airport operator with the appropriate FAA air traffic manager(FSS if non-towered) and ATO/Technical Operations (for affected NAVAIDS) and airport users. 2.22.6.2 Caution About Partial Runway Closures. When filing a NOTAM for a partial runway closure, clearly state that the portion of pavement located prior to the threshold is not available for landing and departing traffic. In this case, the threshold has been moved for both landing and takeoff purposes (this is different than a displaced threshold). There may be situations where the portion of closed runway is available for taxiing only. If so, the NOTAM must reflect this condition). 2.22.6.3 Caution About Displaced Thresholds. Implementation of a displaced threshold affects runway length available for aircraft landing over the displacement. Depending on the reason for the displacement(to provide obstruction clearance or RSA), such a displacement may also require an adjustment in the landing distance available and accelerate-stop distance available in the opposite direction. If project scope includes personnel, equipment, excavation, or other work within the existing RSA of any usable runway end, do not implement a displaced threshold unless arrivals and departures toward the construction activity are prohibited. Instead, implement a partial closure. 2.23 Other Limitations on Construction. The CSPP must specify any other limitations on construction, including but not limited - to: 2-37 12/13/2017 AC 15015370-20 2.23.1 Prohibitions. t 2.23.1.1 No use of tall equipment (cranes, concrete pumps, and so on)unless a 7460-1 determination letter is issued for such equipment. i 2.23.1.2 No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use. 2.23.1.3 No use of electrical blasting caps on or within 1,000 feet(300 meters) of the airport property. See AC 15015370-10. 2.23.2 Restrictions. 2.23.2.1 Construction suspension required during specific airport operations. 2.23.2.2 Areas that cannot be worked on simultaneously. 2.23.2.3 Day or night construction restrictions. 2.23.2.4 Seasonal construction restrictions. 2.23.2.5 Temporary signs not approved by the airport operator. 2.23.2.6 Grades changes that could result in unplanned effects on NAVAIDs. i 1 2-38 12/13/2017 AC 15015370-20 CHAPTER 3. GUIDELINES FOR WRITING A CSPP 3.1 General Requirements. The CSPP is a standalone document written to correspond with the subjects outlined in paragraph 2.4. The CSPP is organized by numbered sections corresponding to each subject listed in paragraph 2_4, and described in detail in paragraphs 2.5 -2.23. Each section number and title in the CSPP matches the corresponding subject outlined in paragraph 22^4 (for example, 1. Coordination, 2. Phasing, 3. Areas and Operations Affected by the Construction Activity, and so on). With the exception of the project scope of work outlined in Section 2. Phasing, only subjects specific to operational safety during construction should be addressed. 3.2 Applicability of Subjects. Each section should, to the extent practical, focus on the specific subject. Where an overlapping requirement spans several sections, the requirement should be explained in detail in the most applicable section. A reference to that section should be included in all other sections where the requirement may apply. For example, the requirement to protect existing underground FAA ILS cables during trenching operations could be considered FAA ATO coordination(Coordination, paragraph 2.5.3), an area and operation affected by the construction activity(Areas and Operations Affected by the Construction Activity,paragraph 2.7.1.4), a protection of a NAVAID (Protection of Navigational Aids (NAVAIDs),paragraph 2.8), or a notification to the FAA of construction activities (Notification of Construction Activities,paragraph 2.13.5.3.2). However, it is more specifically an underground utility requirement(Underground Utilities, paragraph 2.15). The procedure for protecting underground ILS cables during trenching operations should therefore be described in 2.4.2.11: "The contractor must coordinate with the local FAA System Support Center(SSC)to mark existing ILS cable routes along Runway 17-3 5. The ILS cables will be located by hand digging whenever the trenching operation moves within 10 feet of the cable markings."All other applicable sections should include a reference to 2.4.2.11: "ILS cables shall be € identified and protected as described in 2.4.2.11" or"See 2.4.2.11 for ILS cable identification and protection requirements."Thus, the CSPP should be considered as a whole, with no need to duplicate responses to related issues. 3.3 Graphical Representations. Construction safety drawings should be included in the CSPP as attachments. When other graphical representations will aid in supporting written statements,the drawings, diagrams, and/or photographs should also be attached to the CSPP. References should be made in the CSPP to each graphical attachment and may be made in multiple sections. 3-1 i 12/13/2017 AC 15015370-2G r 3.4 Reference Documents. The CSPP must not incorporate a document by reference unless reproduction of the material in that document is prohibited. In that case, either copies of or a source for the referenced document must be provided to the contractor. Where this AC recommends references (e.g. as in paragraph 3_9) the intent is to include a reference to the { corresponding section in the CSPP,not to this Advisory Circular. 3.5 Restrictions. The CSPP should not be considered as a project design review document. The CSPP should also avoid mention of permanent ("as-built") features such as pavements, markings, signs, and lighting, except when such features are intended to aid in maintaining operational safety during the construction. S 3.6 Coordination. Include in this section a detailed description of conferences and meetings to be held both before and during the project. Include appropriate information from AC 150/5370- 12. Discuss coordination procedures and schedules for each required FAA ATO Technical Operations shutdown and restart and all required flight inspections. 3.7 Phasing. Include in this section a detailed scope of work description for the project as a whole and each phase of work covered by the CSPP. This includes all locations and durations of the work proposed. Attach drawings to graphically support the written scope of work. Detail in this section the sequenced phases of the proposed construction. Include a reference to paragraph 3.8, as appropriate. 3.8 Areas and Operations Affected by Construction. Focus in this section on identifying the areas and operations affected by the construction. Describe corresponding mitigation that is not covered in detail elsewhere in the CSPP. Include references to paragraphs below as appropriate. Attach drawings as necessary to graphically describe affected areas and mechanisms proposed. See Appendix F for sample operational effects tables and figures. z - 3.9 NAVAID Protection. List in this section all NAVAID facilities that will be affected by the construction. Identify NAVAID facilities that will be placed out of service at any time prior to or during construction activities. Identify individuals responsible for coordinating each shutdown and when each facility will be out of service. Include a reference to paragraph 3,36 for FAA ATO NAVAID shutdown,restart, and flight inspection coordination. Outline in detail procedures to protect each NAVAID facility remaining in service from interference by construction activities. Include a reference to paragraph 3.14 for the 3-2 12/13/2017 AC 150/5370-2G i issuance of NOTAMs as required. Include a reference to paragraph 3.16 for the protection of underground cables and piping serving NAVAIDs. If temporary visual aids are proposed to replace or supplement existing facilities, include a reference to paragraph 3.19. Attach drawings to graphically indicate the affected NAVAIDS and the corresponding critical areas. 3.10 Contractor Access. This will necessarily be the most extensive section of the CSPP. Provide sufficient detail so that a contractor not experienced in working on airports will understand the unique restrictions such work will require. Due to this extent, it should be broken down into subsections as described below: 3.10.1 Location of Stockpiled Construction Materials. Describe in this section specific locations for stockpiling material. Note any height restrictions on stockpiles. Include a reference to paragraph 3.21 for hazard marking and lighting devices used to identify stockpiles. Include a reference to paragraph 3.11 for provisions to prevent stockpile material from becoming wildlife attractants. Include a reference to paragraph 3.12 for provisions to prevent stockpile material from becoming FOD. Attach drawings to graphically indicate the stockpile locations. 3.10.2 Vehicle and Pedestrian Operations. While there are many items to be addressed in this major subsection of the CSPP, all are concerned with one main issue: keeping people and vehicles from areas of the airport where they don't belong. This includes preventing unauthorized entry to the AOA and preventing the irxrproper movement of pedestrians or vehicles on the airport. In this section, focus on mechanisms to prevent construction vehicles and workers traveling to and from the worksite from unauthorized entry into movement areas. Specify locations of parking for both employee vehicles and construction equipment, and routes for access and haul roads. In most cases, this will best be accomplished by attaching a , drawing. Quote from AC 150/5210-5 specific requirements for contractor vehicles rather than referring to the AC as a whole, and include special requirements for ' identifying HAZMAT vehicles. Quote from, rather than incorporate by reference, AC 150/5210-20 as appropriate to address the airport's rules for ground vehicle operations, including its training program. Discuss the airport's recordkeeping system listing authorized vehicle operators. 3.10.3 Two-Way Radio Communications. Include a special section to identify all individuals who are required to maintain communications with Air Traffic (AT) at airports with active towers, or monitor CTAF at airports without or with closed ATCT. Include training requirements for all individuals required to communicate with AT. Individuals required to monitor AT frequencies should also be identified. If construction employees are also required to communicate by radio with Airport Operations, this procedure should be described in detail. Usage of vehicle mounted radios and/or portable radios should be addressed. Communication procedures for the event of disabled radio communication(that is, light 3-3 i 12/13/2017 AC 150/5370-2G signals,telephone numbers, others) must be included. All radio frequencies should by identified (Tower, Ground Control, CTAF, UNICOM, ATIS, and so on). 3.10.4 Ai ort Security. Address security as it applies to vehicle and pedestrian operations. Discuss TSA requirements, security badging requirements,perimeter fence integrity, gate security, and other needs. Attach drawings to graphically indicate secured and/or Security Identification Display Areas (SIDA),perimeter fencing, and available access points. r 3.11 Wildlife Management. Discuss in this section wildlife management procedures. Describe the maintenance of existing wildlife mitigation devices, such as perimeter fences, and procedures to limit wildlife attractants. Include procedures to notify Airport Operations of wildlife encounters. Include a reference to paragraph 3.10 for security(wildlife) fence integrity maintenance as required. 3.12 FOD Management. In this section, discuss methods to control and monitor FOD: worksite housekeeping, ground vehicle tire inspections, runway sweeps, and so on. Include a reference to paragraph 3.15 for inspection requirements as required. 3.13 HAZMAT Management. Describe in this section HAZMAT management procedures: fuel deliveries, spill recovery procedures, Safety Data Sheet(SDS), Material Safety Data Sheet(MSDS) or Product Safety Data Sheet(PSDS) availability, and other considerations. Any specific airport HAZMAT restrictions should also be identified. Include a reference to paragraph 3.10 for HAZMAT vehicle identification requirements. Quote from, rather than incorporate by reference, AC 150/5320-15. 3.14 Notification of Construction Activities. List in this section the names and telephone numbers of points of contact for all parties affected by the construction project. We recommend a single list that includes all telephone numbers required under this section. Include emergency notification procedures for all representatives of all parties potentially impacted by the construction. Identify individual representatives—and at least one alternate—for each party. List both on-duty and off-duty contact information for each individual, including individuals responsible for emergency maintenance of airport construction hazard lighting and barricades. Describe procedures to coordinate immediate response to events that might adversely affect the operational safety of the airport(such as interrupted NAVAID service). Explain requirements for and the procedures for the issuance of Notices to Airmen(NOTAMs), notification to FAA required by 14 CFR Part 77 and Part 157 and in the event of affected NAVAIDs. For NOTAMs, identify an individual, and at Ieast one alternate, responsible for issuing and cancelling each specific type of Notice to 3-4 12/13/2017 AC 150/5370-2G ' Airmen(NOTAM) required. Detail notification methods for police, fire fighting, and medical emergencies. This may include 911, but should also include direct phone numbers of local police departments and nearby hospitals. Identify the E911 address of the airport and the emergency access route via haul roads to the construction site. Require the contractor to have this information available to all workers. The local Poison Control number should be listed. Procedures regarding notification of Airport Operations and/or the ARFF Department of such emergencies should be identified, as applicable. If airport radio communications are identified as a means of emergency notification, include a reference to paragraph 3.10. Differentiate between emergency and nonemergency notification of ARFF personnel, the latter including activities that affect ARFF water supplies and access roads. Identify the primary ARFF contact person and at least one alternate. If notification is to be made through Airport Operations,then detail this procedure. Include a method of confirmation from the ARFF department. 3.15 Inspection Requirements. Describe in this section inspection requirements to ensure airfield safety compliance. Include a requirement for routine inspections by the resident engineer(RE) or other airport operator's representative and the construction contractors. If the engineering consultants and/or contractors have a Safety Officer who will conduct such inspections, identify this individual. Describe procedures for special inspections, such as those required to reopen areas for aircraft operations. Part 139 requires daily airfield inspections at certificated airports,but these may need to be more frequent when construction is in progress. Discuss the role of such inspections on areas under construction. Include a requirement to immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change. 3.16 Underground Utilities. Explain how existing underground utilities will be located and protected. Identify each utility owner and include contact information for each company/agency in the master list. Address emergency response procedures for damaged or disrupted utilities. Include a reference to paragraph 3.14 for notification of utility owners of accidental utility disruption as required. 3.17 Penalties. Describe in this section specific penalties imposed for noncompliance with airport rules and regulations, including the CSPP: SIDA violations, VPD, and others. 3.18 Special Conditions. Identify any special conditions that may trigger specific safety mitigation actions outlined in this CSPP: low visibility operations, snow removal, aircraft in distress, aircraft accident, security breach, VPD, and other activities requiring construction suspension/resumption. Include a reference to paragraph 3.10 for compliance with airport safety and security measures and for radio communications as required. Include 3-5 12/13/2017 AC 150/5370-2G a reference to paragraph 3.14 for emergency notification of all involved parties, including police/security, ARFF, and medical services. 3.19 Runway and Taxiway Visual Aids. Include marking, lighting, signs, and visual NAVAIDS. Detail temporary runway and taxiway marking, lighting, signs, and visual NAVAIDs required for the construction. Discuss existing marking, lighting, signs, and visual NAVAIDs that are temporarily, altered, obliterated, or shut down. Consider non-federal facilities and address requirements for reimbursable agreements necessary for alteration of FAA facilities and for necessary flight checks. Identify temporary TORR signs or runway distance remaining signs if appropriate. Identify required temporary visual NAVAIDs such as REIL or PAPI. Quote from, rather than incorporate by reference, AC 15015340-1, Standards for Airport Markings, AC 150/5340-18, Standards far Airport Sign Systems; and AC 150/5340-30, as required. Attach drawings to graphically indicate proposed marking, lighting, signs, and visual NAVAIDs. 3.20 Marking and Signs for Access Routes. Detail plans for marking and signs for vehicle access routes. To the extent possible, signs should be in conformance with the Federal Highway Administration MUTCD and/or State highway specifications,not hand lettered. Detail any modifications to the guidance in the MUTCD necessary to meet frangibility/height requirements. 3.21 Hazard Marking and Lighting. Specify all marking and lighting equipment, including when and where each type of device is to be used. Specify maximum gaps between barricades and the maximum spacing of hazard lighting. Identify one individual and at least one alternate responsible for maintenance of hazard marking and lighting equipment in the master telephone list. Include a reference to paragraph 3.14. Attach drawings to graphically indicate the placement of hazard marking and lighting equipment. 3.22 Work Zone Lighting for Nighttime Construction. If work is to be conducted at night, specify all lighting equipment, including when and where each type of device is to be used. Indicate the direction lights are to be aimed and any directions that aiming of lights is prohibited. Specify any shielding necessary in instances where aiming is not sufficient to prevent interference with air traffic control and aircraft operations. Attach drawings to graphically indicate the placement and aiming of lighting equipment. Where the plan only indicates directions that aiming of lights is prohibited, the placement and positioning of portable lights must be proposed by the Contractor and approved by the airport operator's representative each time lights are relocated or repositioned. 3-6 12/13/2017 AC 15015370-2G ' 3.23 Protection of Runway and Taxiway Safety Areas. This section should focus exclusively on procedures for protecting all safety areas, ' including those altered by the construction: methods of demarcation, limit of access, movement within safety areas, stockpiling and trenching restrictions, and so on. Reference AC 15015300-13, as required. Include a reference to paragraph 3.10 for procedures regarding vehicle and personnel movement within safety areas. Include a reference to paragraph 3.10 for material stockpile restrictions as required. Detail requirements for trenching, excavations, and backfill. Include a reference to paragraph 3.21 for hazard marking and lighting devices used to identify open excavations as required. If runway and taxiway closures are proposed to protect safety areas, or if temporary displaced thresholds and/or revised declared distances are used to provide the required Runway Safety Area, include a reference to paragraphs 3.14 and 3.19. Detail procedures for protecting the runway OFZ, runway OFA, taxiway OFA and runway approach surfaces including those altered by the construction: methods of demarcation, limit of cranes, storage of equipment, and so on. Quote from, rather than incorporate by reference, AC 15015300-13, as required. Include a reference to paragraph 3.24 for height(i.e., crane) restrictions as required. One way to address the height of equipment that will move during the project is to establish a three-dimensional "box"within which equipment will be confined that can be studied as a single object. Attach drawings to graphically indicate the safety area, OFZ, and OFA boundaries. 3.24 Other Limitations on Construction. This section should describe what limitations must be applied to each area of work and when each limitation will be applied: limitations due to airport operations,height(i.e., crane)restrictions, areas which cannot be worked at simultaneously, day/night work restrictions, winter construction, and other limitations. Include a reference to paragraph 3_7 for project phasing requirements based on construction limitations as required. 5 j 1 3-7 i 12/13/2017 AC 150/5370-2G Page Intentionally Blank r I 3-8 12/13/2017 AC 150/5370-2G Appendix A APPENDIX A. RELATE® READING MATERIAL Obtain the latest version of the following free publications from the FAA on its Web site at http://www.faa. og v/airports/. Table A-1. FAA Publications Number Title and Description AC 150/5200-28 Notices to Airmen (NOTAMs)for Airport Operators Guidance for using the NOTAM System in airport reporting. f AC 150/5200-30 Airport Field Condition Assessments and Winter Operations Safety Guidance for airport owners/operators on the development of an acceptable airport snow and ice control program and on appropriate field condition reporting procedures. AC 15015200-33 Hazardous Wildlife Attractants On or Near Airports Guidance on locating certain land uses that might attract hazardous wildlife to public-use airports. AC 150/5210-5 Painting, Marking, and Lighting of Vehicles Used on an Airport Guidance, specifications, and standards for painting, marking, and lighting vehicles operating in the airport air operations areas. } AC 15015210-20 Ground Vehicle Operations to include Taxiing or Towing an Aircraft on Airports Guidance to airport operators on developing ground vehicle operation training programs. AC 15015300-13 Airport Design FAA standards and recommendations for airport design. Establishes approach visibility minimums as an airport design parameter, and contains the Object Free area and the obstacle free-zone criteria. AC 150/5210-24 Airport Foreign Object Debris (FOD) Management Guidance for developing and managing an airport foreign object debris (FOD)program A-1 12/13/2017 AC 15015370-2G Appendix A Number Title and Description AC 15015320-15 Management of Airport Industrial Waste Basic information on the characteristics, management, and regulations of industrial wastes generated at airports. Guidance for developing a Storm Water Pollution Prevention Plan (SWPPP) that applies best management practices to eliminate, prevent, or reduce pollutants in storm water runoff with particular airport industrial activities. AC 15015340-1 Standards for Airport Markings FAA standards for the siting and installation of signs on airport runways and taxiways. AC 15015340-18 Standards for Airport Sign Systems FAA standards for the siting and installation of signs on airport runways and taxiways. AC 150/5345-28 Precision Approach Path Indicator (DAPI) Systems FAA standards for PAPI systems, which provide pilots with visual glide slope guidance during approach for landing. AC 15015340-30 Design and Installation Details for Airport Visual Aids Guidance and recommendations on the installation of airport visual aids. AC 150/5345-39 Specification for L-853, Runway and Taxiway Retroreflective Markers AC 15015345-44 Specification for Runway and Taxiway Signs FAA specifications for unlighted and lighted signs for taxiways and runways. AC 150/5345-53 Airport Lighting Equipment Certification Program Details on the Airport Lighting Equipment Certification Program (ALECP). AC 150/5345-50 Specification for Portable Runway and Taxiway Lights FAA standards for portable runway and taxiway lights and runway end identifier lights for temporary use to permit continued aircraft operations while all or part of a runway lighting system is inoperative. AC 150/5345-55 Specification for L-893, Lighted Visual Aid to Indicate Temporary f Runway Closure J A-2 12/13/2017 AC 150/5370-2G Appendix A Number Title and Description AC 15015370-10 Standards for Specking Construction ofAirports Standards for construction of airports, including earthwork, drainage, paving,turfing, lighting, and incidental construction. AC 150/5370-12 Quality Management for Federally Funded Airport Construction Projects _ EB 93 Guidance for the Assembly and Installation of Temporary Orange Construction Signs FAA Order 5200.11 FAA Airports (ARP) Safety Management System (SMS) Basics for implementing SMS within ARP. Includes roles and responsibilities of ARP management and staff as well as other FAA lines of business that contribute to the ARP SMS. FAA Certalert 98-05 Grasses Attractive to Hazardous Wildlife Guidance on grass management and seed selection. FAA Form 7460-1 Notice of Proposed Construction or Alteration FAA Form 7480-1 Notice of Landing Area Proposal FAA Form 6000.26 National NAS Strategic Interruption Service Level Agreement, Strategic Events Coordination, Airport Sponsor Form i Obtain the Iatest version of the following free publications from the Electronic Code of Federal Regulations at http://www.ec-fr.gov/. Table A-2. Code of Federal Regulation Number Title J Title 14 CFR Part 77 Safe, Efficient Use and Preservation of the Navigable Airspace Title 14 CFR Part 139 Certification of Airports Title 49 CFR Part 1542 Airport Security Obtain the latest version of the Manual on Uniform Traffic Control Devices from the Federal Highway Administration at http://mutcd.ffiwa.dot.gov/. A-3 12/13/2017 AC 150/5370-2G Appendix A Page Intentionally Blank c i A-4 t 12/13/2017 AC 150/5370-2G Appendix B APPENDIX B. TERMS AND ACRONYMS Table S-1. Terms and Acronyms Term Definition Form 7460-1 Notice of Proposed Construction or Alteration. For on-airport projects,the form submitted to the FAA regional or airports division office as formal written notification of any kind of construction or alteration of objects that affect navigable airspace, as defined in 14 CFR Part 77,Safe, Efficient Use, and Preservation of the Navigable Airspace. (S cc guidance available on the FAA web site at https://ocaaa.faa.gov.)The form may be downloaded at http://www.faa.gov/airports/fesources/forms/, or filed electronically at: https://oeaaa.faa.gov. Form 7480-1 Notice of Landing Area Proposal. Form submitted to the FAA Airports Regional Division Office or Airports District Office as formal written notification whenever a project without an airport layout plan on file with the FAA involves the construction of a new airport; the construction,realigning, altering, activating, or abandoning of a runway, landing strip,or associated taxiway; or the deactivation or abandoning of an entire airport The form may be downloaded at ht!p://www.faa.ggv/airports/resources/forms/. _v/airports/resources/forms/. Form 6000-26 Airport Sponsor Strategic Event Submission Form AC Advisory Circular ACSI Airport Certification Safety Inspector ADG Airplane Design Group AIP Airport Improvement Program ALECP Airport Lighting Equipment Certification Program ANG Air National Guard AOA Air Operations Area, as defined in 14 CFR Part 107. Means a portion of an airport, specified in the airport security program, in which security measures are carried out. This area includes aircraft movement areas, aircraft parking areas, loading ramps, and safety areas,and any adjacent areas (such as general aviation areas)that are not separated by adequate security systems,measures, or procedures. This area does not include the secured area of the airport terminal building. ARFF Aircraft Rescue and Fire Fighting } ARP FAA Office of Airports j ASDA Accelerate-Stop Distance Available AT Air Traffic ATCT Airport Traffic Control Tower ATIS Automatic Terminal Information Service ATO Air Traffic Organization iCertificated Airport An airport that has been issued an Airport Operating Certificate by the FAA under B-1 1 12/13/2017 AC 150/5370-2G Appendix B Term Definition the authority of 14 CFR Part 139, Certification of Airports. CFR Code of Federal Regulations Construction The presence of construction-related personnel, equipment, and materials in any location that could infringe upon the movement of aircraft. CSPP Construction Safety and Phasing Plan. The overall plan for safety and phasing of a construction project developed by the airport operator,or developed by the airport operator's consultant and approved by the airport operator. It is included in the invitation for bids and becomes part of the project specifications. CTAF Common Traffic Advisory Frequency Displaced A threshold that is located at a point on the runway other than the designated Threshold beginning of the runway. The portion of pavement behind a displaced threshold is available for takeoffs in either direction or landing from the opposite direction. DOT Department of Transportation f EPA Environmental Protection Agency FAA Federal Aviation Administration FOD Foreign Object Debris/Damage FSS Flight Service Station GA General Aviation HAZMAT Hazardous Materials HMA Hot Mix Asphalt IAP Instrument Approach Procedures IFR Instrument Flight Rules ILS Instrument Landing System q LDA Landing Distance Available LOC Localizer antenna array Movement Area The runways,taxiways, and other areas of an airport that are used for taxiing or hover taxiing, air taxiing,takeoff, and landing of aircraft, exclusive of loading aprons and aircraft parking areas(reference 14 CFR Part 139). MSDS Material Safety Data Sheet MUTCD Manual on Uniform Traffic Control Devices NAVAID Navigation Aid 4 NAVAID Critical An area of defined shape and size associated with a NAVAID that must remain Area clear and graded to avoid interference with the electronic signal. 1 Non-Movement The area inside the airport security fence exclusive of the Movement Area. It is Area important to note that the non-movement area includes pavement traversed by aircraft. B-2 12/13/2017 AC 15015370-2G Appendix B Term Definition NOTAM Notices to Airmen Obstruction Any object/obstacle exceeding the obstruction standards specified by 14 CFR Part 77,subpart C. OCC Operations Control Center OE/AAA Obstruction Evaluation/Airport Airspace Analysis OFA Object Free Area. An area on the ground centered on the runway,taxiway, or taxi lane centerline provided to enhance safety of aircraft operations by having the area free of objects except for those objects that need to be located in the OFA for air navigation or aircraft ground maneuvering purposes. (See AC 150/5300-13 for additional guidance on OFA standards and wingtip clearance criteria.) OFZ Obstacle Free Zone. The airspace below 150 ft (45 in) above the established airport elevation and along the runway and extended runway centerline that is required to be clear of all objects, except for frangible visual NAVAIDs that need to be located in the OFZ because of their function,in order to provide clearance protection for aircraft landing or taking off from the runway and for missed approaches. The OFZ is subdivided as follows: Runway OFZ, Inner Approach OFZ, Inner Transitional OFZ, and Precision OFZ.Refer to AC 150/5300-13 for guidance on OFZ. OSHA Occupational Safety and Health Administration QTS Out of Service P&R Planning and Requirements Group NPI NAS Planning&Integration PAPI Precision Approach Path Indicator PFC Passenger Facility Charge > PLASI Pulse Light Approach Slope Indicator Project Proposal A clear and concise description of the proposed project or change that is the object Summary of Safety Risk Management. RA Reimbursable Agreement RE Resident Engineer REIL Runway End Identifier Lights RNAV Area Navigation ROFA Runway Object Free Area RSA Runway Safety Area. A defined surface surrounding the runway prepared or 1 suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway, in accordance with AC 150/5300-13. SDS Safety Data Sheet SIDA Security Identification Display Area SMS Safety Management System B-3 12/13/2017 AC 15015370-2G Appendix B Term Definition SPCD Safety Plan Compliance Document. Details developed and submitted by a contractor to the airport operator for approval providing details on how the performance of a construction project will comply with the CSPP. SRM Safety Risk Management SSC System Support Center Taxiway Safety A defined surface alongside the taxiway prepared or suitable for reducing the risk Area of damage to an airplane unintentionally departing the taxiway,in accordance with AC 15015300-13. TDG Taxiway Design Group Temporary Any condition that is not intended to be permanent. Temporary Runway The beginning of that portion of the runway available for landing and taking off in End one direction., and for landing in the other direction.Note the difference from a displaced threshold. Threshold The beginning of that portion of the runway available for landing. In some instances,the landing threshold may be displaced. TODA Takeoff Distance Available TOFA Taxiway Object Free Area TORA Takeoff Run Available. The length of the runway less any length of runway unavailable and/or unsuitable for takeoff run computations. See AC 150/5300-13 for guidance on declared distances. TSA Taxiway Safety Area, or Transportation Security Administration UNICOM A radio communications system of a type used at small airports. VASI Visual Approach Slope Indicator VGSI Visual Glide Slope Indicator. A device that provides a visual glide slope indicator to landing pilots. These systems include precision approach path indicator(PAPI), visual approach slope indicator(VASI), and pulse light approach slope indicator (PLASI). VFR Visual Flight Rules VOR Very High Frequency Omnidirectional Radio Range VPD Vehicle/Pedestrian Deviation s i B-4 12/13/2017 AC 150/5370-2G Appendix C APPENDIX C. SAFETY AND PHASING PLAN CHECKLIST 1 This appendix is keyed to Chapter 2. In the electronic version of this AC, clicking on the paragraph designation in the Reference column will access the applicable paragraph. There may be instances where the CSPP requires provisions that are not covered by the list in this appendix. This checklist is intended as an aid, not a required submittal. Table C-1. CSPP Checklist Coordination Reference Addressed? Remarks Yes No NA General Considerations Requirements for predesign, prebid, 2.5 and preconstruction conferences to introduce the subject of airport operational safety during construction are specified. Operational safety is a standing 2_5 agenda item for construction progress meetings. Scheduling of the construction phases 2.6 is properly addressed. Any formal agreements are 2.5.3 established. Areas and Operations Affected by Construction Activity Drawings showing affected areas are 2.7.1 included. Closed or partially closed runways, 2.7.1.1 taxiways, and aprons are depicted on drawings. a Access routes used by ARFF vehicles 2.7.1.2 affected by the project are addressed. Access routes used by airport and 2.7.1.3 airline support vehicles affected by the project are addressed. Underground utilities, including 2.7.1.4 water supplies for firefighting and drainage. C-1 12/13/2017 AC 150/5370-2G Appendix C Coordination Reference Addressed? Remarks ' Yes No NA Approach/departure surfaces affected 2.7.1.5 by heights of temporary objects are addressed. Construction areas, storage areas, and 2.7.1 access routes near runways, taxiways, aprons, or helipads are properly depicted on drawings. Temporary changes to taxi operations 2.7.2.1 are addressed. Detours for ARFF and other airport 2.7.2.2 vehicles are identified. Maintenance of essential utilities and 2.7.2.3 underground infrastructure is addressed. Temporary changes to air traffic 2.7.2.4 control procedures are addressed. NAVAIDs Critical areas for NAVAIDs are 2.8 depicted on drawings. Effects of construction activity on the 2.8 performance of NAVAIDS, including unanticipated power outages, are addressed. Protection of NAVAID facilities is 2.8 addressed. The required distance and direction 2_8 from each NAVAID to any construction activity is depicted on f drawings. 1 Procedures for coordination with 2.8, 2.13.1, FAA ATO/Technical Operations, 2.13.5.3.1, including identification of points of 2.18.1 contact, are included. Contractor Access -F The CSPP addresses areas to which 2_9 contractor will have access and how C-2 I 12/13/2017 AC 150/5370-2G Appendix C r Coordination Reference Addressed? Remarks Yes Na NA the areas will be accessed. The application of 49 CFR Part 1542 229 Airport Security, where appropriate, is addressed. The location of stockpiled 2.9.1 construction materials is depicted on drawings. The requirement for stockpiles in the 2.9.1 ROFA to be approved by FAA is E included. Requirements for proper stockpiling 2.9.1 of materials are included. Construction site parking is 2.9.2.1 addressed. Construction equipment parking is 2.9.2.2 addressed. Access and haul roads are addressed. 2.9.2.3 A requirement for marking and 2.9.2.4 ' lighting of vehicles to comply with AC 15015210-5, Painting, Marking and Lighting of Vehicles Used on an Airport, is included. Proper vehicle operations, including 2.9.2.5, 2.9.2.6 requirements for escorts, are described. Training requirements for vehicle 2.9.2.7 drivers are addressed. Two-way radio communications 2.9.2.9 procedures are described. Maintenance of the secured area of 29.2.10 _j the airport is addressed. =_ Wildlife Management The airport operator's wildlife 2.10 management procedures are addressed. C-3 s 12/13/2017 AC 15015370-2G Appendix C Coordination Reference Addressed? Remarks Yes No NA Foreign Object Debris Management The airport operator's FOD 2.11 management procedures are addressed. Hazardous Materials Management ' The airport operator's hazardous 2.12 materials management procedures are addressed. Notification of Construction Activities Procedures for the immediate 2.13 notification of airport user and local FAA of any conditions adversely affecting the operational safety of the airport are detailed. Maintenance of a list by the airport 2.13.1 operator of the responsible representatives/points of contact for all involved parties and procedures for contacting them 24 hours a day, seven days a week is specified. A list of local ATO/Technical 2.13.1 Operations personnel is included. A list of ATCT managers on duty is 2.13.1 included. A list of authorized representatives to 2.13.2 the OCC is included. Procedures for coordinating, issuing, 2_8, 2.13.2, maintaining and cancelling by the 2.18.3.3.9 airport operator of NOTAMS about airport conditions resulting from construction are included. Provision of information on closed or 2.13.2 hazardous conditions on airport movement areas by the airport operator to the OCC is specified. Emergency notification procedures 2.13.3 for medical, fire fighting, and police C-4 12/13/2017 AC 150/5370-2G Appendix C Coordination Reference Addressed? Remarks r Yes No NA response are addressed. E Coordination with ARFF personnel 2.13.4 for non-emergency issues is r addressed. Notification to the FAA under 14 2.13.5 - CFR parts 77 and 157 is addressed. Reimbursable agreements for flight 2.13.5.3.2 checks and/or design and i construction for FAA owned NAVAIDs are addressed. f Inspection Requirements Daily and interim inspections by both 2.14.1, 2.14.2 the airport operator and contractor are specified. f Final inspections at certificated 2.14.3 airports are specified when required. I Underground Utilities Procedures for protecting existing 2.15 Eunderground facilities in excavation areas are described. Penalties Penalty provisions for noncompliance 2.16 E with airport rules and regulations and the safety plans are detailed. Special Conditions rAny special conditions that affect the 2.17 operation of the airport or require the activation of any special procedures are addressed. Runway and Taxiway Visual Aids - Marking,Lighting, Signs, and Visual NAVAIDs The proper securing of temporary 2.18.1 airport markings, lighting, signs, and visual NAVAIDs is addressed. # Frangibility of airport markings, 2.1$.1, 2.18.3, lighting, signs, and visual NAVAIDs 2.18.4.2, r is specified. 2.20.2.4 C-5 12/13/2017 AC 150/5370-2G Appendix C h Coordination Reference Addressed? Remarks Yes No NA The requirement for markings to be 2.18.2 in compliance with AC 150/5340-1, Standards for Airport Markings, is specified. Detailed specifications for materials 2.18.2 and methods for temporary markings are provided. The requirement for lighting to 2.I 8.3 conform to AC 15015340-30,Design and Installation Details for Airport Visual Aids; AC 150/5345-50, t Specification for Portable Runway and Taxiway Lights; and AC 150/5345-53,Airport Lighting Certification Program, is specified. The use of a lighted X is specified 2.18.2.1.2, where appropriate. 2.18.3.2 � S The requirement for signs to conform 2.18.4 to AC 150/5345-44, Specification for Runway and Taxiway Signs; AC 50/5340-18,Standards for Airport Sign Systems; and AC 15015345-53, Airport Lighting Certification Program, is specified. t Marking and Signs For Access Routes # The CSPP specifies that pavement 2.18.4.2 markings and signs intended for construction personnel should conform to AC 150/5340-18 and,to the extent practicable,with the j MUTCD and/or State highway 3 specifications. Hazard Marking and Lighting Prominent, comprehensible warning 2.20.1 indicators for any area affected by j construction that is normally accessible to aircraft,personnel, or vehicles are specified. C-6 i 12/13/2017 AC 15015370-2G Appendix C Coordination Reference Addressed? Remarks Yes No NA Hazard marking and lighting are 2.20.1 specified to identify open manholes, small areas under repair, stockpiled material, and waste areas. The CSPP considers less obvious 2.20.1 construction-related hazards. Equipment that poses the least danger 2.20.2.1 to aircraft but is sturdy enough to remain in place when subjected to typical winds,prop wash and jet blast is specified. i The spacing of barricades is specified 2.20.2.1 such that a breach is physically prevented barring a deliberate act. Red lights meeting the luminance 2.20.2.2 requirements of the State Highway Department are specified. Barricades,temporary markers, and 2.20.2.3 other objects placed and left in areas t adjacent to any open runway, taxiway, taxi lane, or apron are specified to be as low as possible to the ground, and no more than 18 inch high. Barricades are specified to indicate 2.20.2.3 construction locations in which no part of an aircraft may enter. Highly reflective barriers with lights 2.20.2.5 are specified to barricade taxiways leading to closed runways. Markings for temporary closures are 2.20.2.5 specified. The provision of a contractor's 2.20.2.7 representative on call 24 hours a day J for emergency maintenance of airport t -� hazard lighting and barricades is specified. C-7 12/13/2017 AC 150/5370-2G Appendix C f Coordination Reference Addressed? Remarks Yes No NA Work Zone Lighting for Nighttime Construction If work is to be conducted at night, 2.21 the CSPP identifies construction lighting units and their general locations and aiming in relationship to the ATCT and active runways and taxiways. Protection of Runway and Taxiway Safety Areas The CSPP clearly states that no 2.22.1.1, construction may occur within a 2.22.3.1 safety area while the associated runway or taxiway is open for aircraft operations. The CSPP specifies that the airport 2.22.1.2, operator coordinates the adjustment 2.22.3.2 of RSA or TSA dimensions with the ATCT and the appropriate FAA i Airports Regional or District Office and issues a local NOTAM. Procedures for ensuring adequate 2.22.3.3 distance for protection from blasting operations, if required by operational considerations, are detailed. The CSPP specifies that open 2.22.1.4 trenches or excavations are not ' permitted within a safety area while the associated runway or taxiway is open, subject to approved exceptions. Appropriate covering of excavations 2.22.1.4 in the RSA or TSA that cannot be backfilled before the associated runway or taxiway is open is detailed. The CSPP includes provisions for 2.22.1.4 prominent marking of open trenches and excavations at the construction ' site. Grading and soil erosion control to 2.22.3.5 maintain RSA/TSA standards are C-8 i 12/13/2017 AC 15015370-2G Appendix C Coordination Reference Addressed? Remarks Yes No NA addressed. The CSPP specifies that equipment is 2.22.2 to be removed from the ROFA when not in use. The CSPP clearly states that no 2.22.3 r construction may occur within a taxiway safety area while the taxiway is open for aircraft operations. i Appropriate details are specified for 2.22.4 any construction work to be accomplished in a taxiway object free area. Measures to ensure that personnel, 2.22.4.3.6 material, and/or equipment do not penetrate the OFZ or threshold siting surfaces while the runway is open for aircraft operations are included. Provisions for protection of runway 2.22.6 approach/departure areas and clearways are included. Other Limitations on Construction { The CSPP prohibits the use of open 2.23.1.2 flame welding or torches unless adequate fire safety precautions are provided and the airport operator has approved their use. The CSPP prohibits the use of 2.23.1.3 ' electrical blasting caps on or within 1,000 ft(300 in) of the airport property. C-9 12/13/2017 AC 150/5370-20 Appendix D APPENDIX D. CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project including information such as the date,time and name of the person conducting the inspection. Table D-1. Potentially Hazardous Conditions No Action Item Action Required (Describe) Required ' (Check) Excavation adjacent to runways, taxiways, and aprons improperly backfilled. Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and s aircraft approach or departure areas/zones; or obstructing any sign or marking. Runway resurfacing projects resulting in lips exceeding 3 inch(7.6 cm) from pavement edges and ends. Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures areas, or in OFZ. Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids. Unauthorized or improper vehicle operations in localizes or glide slope critical areas, resulting in electronic interference and/or facility shutdown. Tall and especially relatively low visibility units (that is, equipment with slim profiles) —cranes, drills, and similar objects— located in critical areas, such as OFZ and D-1 12/13/2017 AC 150/5370-2G Appendix D No Action i Item Action Required (Describe) Required (Check) approach zones. Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area. Obstacles, loose pavement, trash, and other debris on or near AOA. Construction debris (gravel, sand, mud,paving materials) on airport pavements may result in aircraft propeller,turbine engine, or tire damage. Also, loose materials may blow about, potentially causing personal injury or equipment damage. Inappropriate or poorly maintained fencing during construction intended to deter human and animal intrusions into the AOA. Fencing and other markings that are inadequate to separate construction areas from open AOA create aviation hazards. Improper or inadequate marking or lighting of runways (especially thresholds that have f been displaced or runways that have been closed) and taxiways that could cause pilot confusion and provide a potential for a runway incursion. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of AOA create aviation hazards. Wildlife attractants such as trash (food scraps not collected from construction personnel activity), grass seeds, tall grass, or standing water—on or near airports. Obliterated or faded temporary markings F on active operational areas. Misleading or malfunctioning obstruction -; lights. Unlighted or unmarked obstructions in the approach to any open runway pose aviation hazards. D-2 i 12/13/2017 AC 15015370-2G Appendix D c No Action F Item Action Required {Describe) Required (Check) Failure to issue,update, or cancel NOTAMs about airport or runway closures or other construction related airport conditions. Failure to mark and identify utilities or power cables. Damage to utilities and power cables during construction activity can result in the loss of runway/taxiway lighting; loss of navigation, visual, or Gapproach aids; disruption of weather reporting services; and/or loss of communications. Restrictions on ARFF access from fire stations to the runway/taxiway system or airport buildings. Lack of radio communications with construction vehicles in airport movement areas. Objects, regardless of whether they are marked or flagged, or activities anywhere on or near an airport that could be distracting, confusing, or alarming to pilots c during aircraft operations. Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate the visibility of runway/taxiway marking, lighting, and pavement edges. + Any condition or factor that obscures or diminishes the visibility of areas under construction. Spillage from vehicles (gasoline, diesel ' fuel, oil) on active pavement areas, such as 1 runways, taxiways, aprons, and airport roadways. k Failure to maintain drainage system integrity during construction (for example, DO temporary drainage provided when working on a drainage system). D-3 i 12/13/2017 AC 150/5370-2G Appendix D No Action Item Action Required (Describe) Required (Check) Failure to provide for proper electrical lockout and tagging procedures. At larger airports with multiple maintenance shifts/workers, construction contractors should make provisions for coordinating work on circuits. Failure to control dust. Consider limiting the amount of area from which the contractor is allowed to strip turf. i Exposed wiring that creates an electrocution or fire ignition hazard. Identify and secure wiring, and place it in conduit or bury it. Site burning, which can cause possible obscuration. Construction work taking place outside of designated work areas and out of phase. N D-4 12/13/2017 AC 15015370-2G Appendix E h i APPENDIX E. SAMPLE OPERATIONAL EFFECTS TABLE E.1 Project Description. Runway 15-33 is currently 7820 feet long, with a 500 foot stopway on the north end. This project will remove the stopway and extend the runway 1000 feet to the north and 500 feet to the south. Finally, the existing portion of the runway will be repaved. The runway 33 glide slope will be relocated. The new runway 33 localizer has already been installed by FAA Technical Operations and only needs to be switched on. Runway 15 is currently served only by a localizer, which will remain in operation as it will be beyond the future RSA. Appropriate NOTAMS will be issued throughout the project. E.1.1 During Phase I, the runway 15 threshold will be displaced 1000 feet to keep construction equipment below the approach surface. The start of runway 15 takeoff and the departure end of runway 33 will also be moved 500 feet to protect workers from jet blast. Declared distances for runway 33 will be adjusted to provide the required RSA and applicable departure surface. Excavation near Taxiway G will require its ADG to be reduced from IV to III. See Figure&-t. Figure E-1. Phase I Example 7,320(FORA,TODA) 7,320(TORA,TODA,ASDA) 6,820(ASDA,LDA) 1,600 6,820(LDA) # 500 500 i - � RUNWAY I5-33 TAXIWAY G 4 1 TAXIWAY (SECURED TO 6ARRICADES) I J NORTH ` I � I NEW CONSTRUCTION - CLOSED CLOSED FOR - LANDING-DISPLACED THRESHOLD LEGEND Note 1: where hold signs are installed on both sides of a taxiway,install the TORA sign on the left side of the taxiway before the final turn to the runway intersection. Note 2: Based on the declared distances for Runway 33 departures,the maximum equipment height in the 1 construction area is 12.5 feet(500140= 12.5). E-1 12/13/2017 AC 15015370-2G Appendix E E.2 During Phase I1,the runway 33 threshold will be displaced 1000 feet to keep k construction equipment below the approach surface. The start of runway 33 takeoff and the departure end of runway 15 will also be moved 500 feet to protect workers from jet blast. Declared distances for runway 15 will be adjusted to provide the required RSA and applicable departure surface. See Figure E-2. Figure E-2. Phase H Example 7,820 FEET(ASDA,LDA) 8,320(TORR,TODA,ASDA) 8,320(FORA,TODA) 7,820(LDA) 500 �r 500 - -�+ 500 RUNWAY 15-33 CID, l1 TAXIWAY G 4 4 TAXIWAY H NORTH (SECURED TO BARRICADE) �I NEW CONSTRUCTION CLOSED CLOSED FOR ✓�/,� LANDING-DISPLACED THRESHOLD + LEGEND Note 1: Where hold signs are installed on both sides of a taxiway,install the TORA sign on the left side of the taxiway before the final turn to the runway intersection. Note 2:Based on the declared distances for Runway 15 departures,the maximum equipment height in the construction area is 12.5 feet(500140— 12.5). E-2 I 12/13/2017 AC 150/5370-2G Appendix E E.3 During Phase 111, the existing portion of the runway will be repaved with Hot Mix Asphalt(HMA) and the runway 33 glide slope will be relocated. Construction will be accomplished between the hours of 8:00 pm and 5:00 am, during which the runway will be closed to operations. Figure E-3. Phase M Example 9,320(TORA,TODA,ASDA,LDA) --- - - --- 9,320(FORA,TODA,ASDA,LDA) - TAXIWAY G RAMP (BARRICADES WITH SIGN INSTALLED DURING HOURS OF CONSTRUCTION) NORTH E (SECURED TO BARRICADE) NOTE:INSTALL LIGHTED"X"OR YELLOW"X"ON NUMBERS AND REMOVE WHEN RUNWAYS ARE OPEN FOR OPERATIONS. NEWCONSTRUCTION �' CLOSED CLOSED FOR LANDING-DISPLACED THRESHOLD LEGEND i i I E-3 12/13/2017 AC 15015370-2G Appendix E Table E-1. Operational Effects Table Project Runway 15-33 Extension and Repaving Phase Normal Phase I: Extend Phase II: Extend Phase III: Repave (Existing) Runway 15 End Runway 33 End Runway Scope of Work N/A Extend Runway Extend Runway Repave existing 15-33 1,000 ft on 15-33 500 ft on runway with HMA north end with Hot south end with Relocate Runway Mix Asphaltic Hot Mix Asphaltic 33 Glide Slope Concrete (HMA). Concrete (HMA). Effects of N/A Existing North Existing South Runway closed Construction 500 ft closed 500 ft closed between 8:00 pm Operations and 5:00 am Edge lighting out of service Construction Phase NIA Phase I Phase II Phase III (Anticipated) (Anticipated) (Anticipated) Runway 15 Average Carrier: 52 Carrier: 40/day Carrier: 45 /day Carrier: 45 /day Aircraft Operations /day GA: 26/day GA: 26 /day GA: 20/day GA: 26 Military: 0/day Military: 5 /day Military: 0/day /day Military: I 1 /day Carrier: 40 Carrier: 30/day Carrier: 25 /day Carrier: 20 Ida Runway 33 Average Y Y Y Aircraft Operations /day GA: 18/day GA: 18 /day GA: 5 /day GA: 18 Military: 0/day Military: 5 /day Military: 0/day /day Military: 10 /day Runway 15-33 C-IV C•-IV C-N C-1V Aircraft Category Runway 15 1 mile I mile I mile 1 mile Approach Visibility Minimums - Runway 33 3/4 mile 3/4 mile %mile 1 mile Approach Visibility Minimums -' Note: Proper coordination with Flight Procedures group is necessary to maintain instrument approach procedures during construction. E-4 1 12/13/2017 AC 150/5370-20 Appendix E Project Runway 15-33 Extension and Repaving i Phase Normal Phase 1: Extend Phase IL• Extend Phase III: Repave (Existing) Runway 15 End Runway 33 End Runway Runway 15 TORA 7,820 7,320 8,320 9,320 Declared Distances TODA 7,820 7,320 8,320 9,320 ASDA 7,820 7,320 7,820 9,320 LDA 7,820 6,820 7,820 9,320 Runway 33 TORA 7,820 7,320 8,320 9,320 Declared Distances TODA 7,820 7,320 8,320 9,320 ASDA 8,320 6,820 8,320 9,320 LDA 7,820 6,820 7,820 9,320 Runway 15 LOC only LOC only LOC only LOC only Approach RNAV RNAV RNAV RNAV Procedures VOR VOR VOR VOR Runway 33 ILS ILS ILS LOC only Approach RNAV RNAV RNAV RNAV Procedures VOR VOR VOR VOR Runway 15 NAVAIDs LOC LOC LOC LOC S Runway 33 ILS, ILS, MALSR ILS, MALSR LOC, MALSR NAVAIDs MALSR Taxiway G ADG IV III IV IV Taxiway G TDG 4 4 4 4 ATCT (hours open) 24 hours 24 hours 24 hours 0500 -2000 ARFF Index D D D D E-5 r 12/13/2017 AC 150/5370-2G Appendix E Project Runway 15-33 Extension and Repaving : Phase Normal Phase I: Extend Phase II: Extend Phase III: Repave (Existing) Runway 15 End Runway 33 End Runway Special Conditions Air All military aircraft Some large All military aircraft National relocated to military aircraft relocated to Guard alternate ANG relocated to alternate ANG (ANG) Base alternate ANG Base military Base operations i Information for Refer above for Refer above for Refer above for NOTAMs applicable applicable applicable declared distances. declared distances. declared distances. Taxiway G Airport closed limited to 118 ft 2000—0500. wingspan Runway 15 glide slope OTS. Note: This table is one example. It may be advantageous to develop a separate table for each project phase and/or to address the operational status of the associated NAVAIDs per construction phase. Complete the following chart for each phase to determine the area that must be protected along the runway and taxiway edges: Table E-2. Runway and Taxiway Edge Protection Aircraft Approach Airplane Design Runway/Taxiway Category* Group* Safety Area Width in Feet Divided by 2 A,B, C, orD I, II,III, or IV {1 *See AC 150/5300-13 to complete the chart for a specific runway/taxiway. E-6 12/13/2017 AC 150/5370-2G Appendix E Complete the following chart for each phase to determine the area that must be protected before the runway threshold: Table E-3. Protection Prior to Runway Threshold Airplane Aircraft Design Minimum Minimum Distance to Runway End Group* Approach Safety Area Number p Category* prior to the Threshold Based on I,II,III, or Threshold* Required Approach Slope* IV A, S, C, orD ft ft : 1 ft ft : 1 ft ft : 1 ft ft : 1 `See AC 150/5300-13 to complete the chart for a specific runway. 1 -3 - E-7 12/13/2017 AC 15015370-2G Appendix E k Page Intentionally Blank 1 - 1 - x E-8 12/13/2017 AC 150/5370-20 Appendix F APPENDIX F. ORANGE CONSTRUCTION SIGNS 1 Figure F-1. Approved Sign Legends CONSTRUCTION AHEAD CONSTRUCTION ON RAMP RWY 4L TAKEOFF RUN AVAILABLE 9,780 FT 1 F-1 12/13/2017 AC 15015370-2G Appendix F Figure F-2. Orange Construction Sign Example 1 NO ENTRY SIGN - LOW PROFILE BARRICADE WITH FLASHERS CONSTRUCTION AHEAD INTERMEDIATE HOLDING POSITION MARKING Note: For proper placement of signs, refer to EB 93. F-2 i 12/13/2017 AC 15015370-2G Appendix F Figure F-3. Orange Construction Sign Example 2 i I CONSTRUCTION AREA I 1 I I TAXIWAY CENTERLINE TEMPORARILY RELOCATED CONSTRUCTION AHEAD f Note: For proper placement of signs, refer to EB 93. F-3 1 I Advisory Circular Feedback If you find an error in this AC,have recommendations for improving it, or have suggestions for new items/subjects to be added, you may let us know by(1)mailing this form to Manager, Airport Engineering Division, Federal Aviation Administration ATTN: AAS-100, 800 Independence Avenue SW, Washington DC 20591 or (2) faxing it to the attention of the Office of Airport Safety and Standards at(202) 267-5383. Subject: AC 15015370-2G Date: i Please check all appropriate line items: ❑ An error(procedural or typographical)has been noted in paragraph on page ❑ Recommend paragraph on page be changed as follows: ❑ In a future change to this AC,please cover the following subject: (Briefly describe what you want added.) ❑ Other comments: ❑ I would like to discuss the above. Please contact me at(phone number, email address). Submitted by: Date: t ' 'i 1 Z S 1 r i 1 t l f �_ � I -1 i r i S