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HomeMy WebLinkAboutContract 44219ITY ARY/ ILI CO CONTRACT NO 1 Z I Cl FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Fleetwood Ground Storage rank Rettabilhtafiol Project, City Project No. 01953 Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Andrew T. Cronberg, P.E., Assistant Director Charly C. Angadicheril, Assistant Director Prepared for The City of Fort Worth 2012 JAMES P. AMICK+ ._.. A ,F, . 65295 444. By: Neel -Schaffer, Inc. II_ NEEL-SCHAFFER = Solutions you can build upon Texas Reg. No. F-2697 cC IV�C FC9 2 9 2013 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 000000-1 TABLE OF CONTENTS Page 1 of2 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 26 Contractor Compliance with Workers' Compensation Law 16 Minority Business Enterprise Specifications: Special Instructions for Bidders 17 MBE Subcontractors/Suppliers Utilization Form 18 Prime Contractor Waiver Form 19 MBE Good Faith Effort Form 20 MBE Joint Venture Eligibility Form 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01 - General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 33 00 Submittals 36 01 45 23 Testing and Inspection Services 37 01 50 00 Temporary Facilities and Controls 38 01 66 00 Product Storage and Handling Requirements 39 01 74 23 Cleaning 40 01 77 19 Closeout Requirements 41 01 78 39 Project Record Documents 42 43 Technical Specifications 44 31 23 16 Unclassified Excavation 45 32 92 13 Hydro -Mulching, Seeding, and Sodding 46 33 16 13.71 Steel Ground Storage Tank Rehabilitation 47 09 97 13 Steel (Water Tank) Coatings 48 49 Appendix 50 Construction Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 Preliminary Design Report 2 GC-6.07 Wage Rates 3 Tank Shop Drawings 4 Pump Station Architectural Drawings 5 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 000000-2 TABLE OF CONTENTS Page 2 of 2 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 M&C Review Page 1 of 2 CITY COUNCIL AGENDA Official site of the City of Fort Worth, Texas FORT WORT}I COUNCIL ACTION: Approved on 1/29/2013 DATE: 1/29/2013 REFERENCE NO.: 60FLEETWOOD STORAGE **C-26073 LOG NAME: TANK REHABILITATION PROJECT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Contract with Blastco Texas Inc., in the Amount of $775,000.00 for the Fleetwood Ground Storage Tank Rehabilitation Project Located at 15201 FAA Boulevard (COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with Blastco Texas Inc., in the amount of $775,000.00 for the Fleetwood Ground Storage Tank Rehabilitation Project, located at 15201 FAA Boulevard. DISCUSSION: The Fleetwood 5.5 million gallon ground storage tank was constructed in 1987 and provides potable water storage for areas in east Fort Worth. After 25 years of service, the existing coating system is in need of replacement, as required to protect the structural steel tank from corrosion. On January 12, 2012, a Request for Proposals (RFP) was issued for several Water Department projects, including potable water storage tank rehabilitation projects. On February 10, 2012, a total of five proposals were received from engineering consultants for the tank rehabilitation projects. A Staff consultant selection committee recommended Neel -Schaffer, Inc., for the Fleetwood ground storage tank rehabilitation project. On July 17, 2012, (M&C C-25737) the City Council authorized execution of an Engineering Agreement with Neel -Schaffer, Inc., for the design and preparation of contract documents for the recoating and structural repairs of the Fleetwood ground storage tank. The project was advertised on October 11, 2012 and October 18, 2012, in the Fort Worth Star- Telearam. On November 8, 2012, the following bids were received: BIDDER 1B1D AMOUNT 1ICONTRACT Blastco Texas Inc. 11 $775,000.0011150 calendar days) N.G. Painting, L.P. 11 $895,400.001 Classic Protective Coatings, Inch $957,135.001 Landmark II$ 1,142,927.001 TMl Coatings, Inc. 11$ 1,161,900.001 Blastco Texas Inc., is in compliance with the City's Business Diversity Ordinance by committing to 24 percent MBE participation. The City's goal on this project is six percent. The project is located in COUNCIL DISTRICT 5. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Water Capital Projects Fund. http://apps.cfwnet.org/council_packet/mc review.asp?ID=17883&couneildate=1/29/2013 1/30/2013 M&C Review Page 2 of 2 TO Fund/Account/Centers FROM Fund/Account/Centers 11P253 541200 605180195380 $775.000.00 Submitted for City Manaaer's Office bv: Fernando Costa (6122) Oriainatina Department Head: S. Frank Crumb (8207) Additional Information Contact: Chris Harder (8293) ATTACHMENTS 60Fleetwood Storaae Tank Rehab Proiect - Mao.adf http://apps.cfwnet.org/councilpacket/mc review.asp?ID=17883&councildate=1/29/2013 1/30/2013 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 7 8 This Addendum modifies the plans and bid documents dated October 8, 2012,.as noted 9 within, and shall become a part of the contract documents. Bidders shall acknowledge 10 receipt of this Addendum in the space provided on page 3 of the Bid Form (Section 00 41 11 00). Failure to do so may subject bidder to disqualification. 12 13 1. Technical Specification 09 97 13 Steel (Water Tank) Coatings has been modified to allow 14 Carboline Coating Systems. Specifically: 15 16 Section 2.04 C. 17 18 1st Coat: Carboline Carboguard 61 Gray applied at 5.0 to 6.0 dry mils. 19 20 Stripe Coat: Carboline Carboguard 61 White applied at 2.0 to 3.0 dry mils. 21 22 2"d Coat: Carboline Carboguard 61 Blue applied at 5.0 to 6.0 dry mils with a top coat of 23 Carboline Carboguard 61 White applied at 5.0 to 6.0 dry mils. 24 25 Total dry film thickness shall be 16.5 mils to 20.0 mils for Carboline. 26 27 Section 2.05 C. 28 29 151 Coat: Carboline Carbozinc 859 applied at 3.0 to 4.0 dry mils. 30 31 2"d Coat: Carboline Carbothane 133 LIB applied at 3.0 to 5.0 dry mils. 32 33 3`d Coat: Carboline Carboxane 950 applied at 2.0 to 3.0 dry mils. 34 35 Total dry film thickness shall be a minimum of 10.0 mils for Carboline. 36 37 2. Technical Specification 33 16 13.71 Steel Ground Storage Tank Rehabilitation has been 38 modified to allow a galvanized ladder. Specifically: 39 40 Section 2.02 A. 41 42 A galvanized steel ladder may be used in lieu of the coated steel ladder. 43 44 3. The contractor may cut a larger access at his option. All repairs shall be in accordance with 45 AWWA Standards and shall be subsidiary to the contract. 46 ADDENDUM NO. 1— NOVElyrBEER 2, 2012 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 001113-1 INVITATION TO BIDDERS Page I of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of the Fleetwood Ground Storage Tank Rehabilitation Project 5 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 until 1:30 PM CST, Thursday, November 8, 2012, and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: structural repairs and removal and 16 recoating of a 5.5 million gallon welded steel ground storage tank, located at 15201 FAA 17 Boulevard, Fort Worth, TX 76155. 18 19 PREQUALIFICATION 20 The improvements included in this project must be performed by a contractor who has been pre- 21 qualified to bid this project by the City prior to the bid opening. The procedures for qualification 22 and pre -qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 23 DOCUMENT EXAMINATION AND PROCUREMENTS 24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 25 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and 26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 28 suppliers. 29 30 Copies of the Bidding and Contract Documents may be purchased from Neel -Schaffer, Inc., 31 located at 512 Main Street, Fort Worth TX 76102, 817-870-2422, attention Mr. Jim Amick. 32 33 The cost of Bidding and Contract Documents is: 34 Set of Bidding and Contract Documents with half size drawings: $150.00 35 36 PREBID CONFERENCE 37 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 38 BIDDERS at the following location, date, and time: 39 DATE: October 25, 2012 40 TIME: 10:00 AM 41 PLACE: South Holly SCADA Conference Room, 1500 11th Avenue, Fort Worth 42 43 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 44 City reserves the right to waive irregularities and to accept or reject bids. 45 46 INQUIRIES 47 All inquiries relative to this procurement should be addressed to the following: 48 Attn: Chris Harder, City of Fort Worth Water Department 49 Email: Christopher.Harder@fortworthgov.org CITY OF FORT WORTH Fleetwood Ground Storage Tank Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01953 Revised July I, 2011 1 Phone: 817-392-8293 2 AND/OR 3 Attn: Jim Amick 4 Email: Jim.Amick@neel-schaffer.com 5 Phone: 817-870-2422 6 7 ADVERTISEMENT DATES 8 October 11, 2012 9 October 18, 2012 10 11 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 001113-2 INVITATION TO BIDDERS Page 2 of 2 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Special Prequalification of Bidders (Prime Contractors) 33 34 3.1. All Bidders are required to be prequalified for this project prior at least 7 days prior to the 35 bid opening. Bids received from contractors who are not prequalified (even if 36 inadvertently opened) shall not be considered. 37 38 3.2. Each Bidder shall submit to City within seven (7) calendar days prior to Bid opening, the 39 documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 40 41 3.2.1. Submission of and/or questions related to prequalification should be addressed to 42 the City contact as provided in Paragraph 6.1. 43 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 0021 13 -2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 3.5. Special qualifications required for this project will be based on a company financial 17 evaluation, company historical schedule compliance, evaluation of proposed project 18 manager and project superintendent, and company work history. 19 20 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 21 22 4.1. Before submitting a Bid, each Bidder shall: 23 24 4.1.1. Examine and carefully study the Contract Documents and other related data 25 identified in the Bidding Documents (including "technical data" referred to in 26 Paragraph 4.2. below). No information given by City or any representative of the 27 City other than that contained in the Contract Documents and officially 28 promulgated addenda thereto, shall be binding upon the City. 29 30 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 31 site conditions that may affect cost, progress, performance or furnishing of the 32 Work. 33 34 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 35 progress, performance or furnishing of the Work. 36 37 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 38 contiguous to the Site and all drawings of physical conditions relating to existing 39 surface or subsurface structures at the Site (except Underground Facilities) that 40 have been identified in the Contract Documents as containing reliable "technical 41 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 42 at the Site that have been identified in the Contract Documents as containing 43 reliable "technical data." 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1 , 201 1 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 0021 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.6. Perform independent research, investigations, tests, borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima -facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities) which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 0021 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 00 2113 -5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth, TX 76102 14 Attn: Chris Harder, Project Manager 15 Email: Christopher.Harder@fortworthgov.org 16 Phone: 817-392-8293 17 18 19 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 20 City. 21 22 6.3. Addenda or clarifications may be posted via Buzzsaw. 23 24 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 25 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 26 Project. Bidders are encouraged to attend and participate in the conference. City will 27 transmit to all prospective Bidders of record such Addenda as City considers necessary 28 in response to questions arising at the conference. Oral statements may not be relied 29 upon and will not be binding or legally effective. 30 31 7. Bid Security 32 33 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 34 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 35 the requirements of Paragraphs 5.01 of the General Conditions. 36 37 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 38 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 39 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 40 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 41 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 42 other Bidders whom City believes to have a reasonable chance of receiving the award 43 will be retained by City until final contract execution. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 00 21 13 -6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. As indicated and defined in the Bid Form, substantial completion shall be 6 achieved on this project within 120 calendar days from the effective date of the notice to 7 proceed. Final Completion shall be achieved within 150 calendar days from the effective 8 date of the notice to proceed. 9 10 9. Liquidated Damages 11 Provisions for liquidated damages are set forth in the Agreement and defined in the bid Form. 12 Due to the criticality of the Fleetwood Ground Storage Tank to the Fort Worth water system, 13 liquidated damages have been set at $500 per calendar day for both substantial and final 14 completion. 15 16 10. Substitute and "Or -Equal" Items 17 The Contract, if awarded, will be on the basis of materials and equipment described in the 18 Bidding Documents without consideration of possible substitute or "or -equal" items. 19 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 20 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 21 City, application for such acceptance will not be considered by City until after the Effective 22 Date of the Agreement. The procedure for submission of any such application by Contractor 23 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 24 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 25 26 11. Subcontractors, Suppliers and Others 27 28 11.1. In accordance with City Ordinance No. 15530 (as amended), the City has goals for 29 the participation of minority business and women business enterprises in City 30 contracts. A copy of the Ordinance can be obtained from the Office of the City 31 Secretary. The Bidder shall submit the MBE Utilization Form, 32 Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or 33 Good Faith Effort Form (with "documentation) and/or Joint Venture Form as 34 appropriate. The Forms including documentation must be received by the City no 35 later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The 36 Bidder shall obtain a receipt from the City as evidence the documentation was 37 received. Failure to comply shall render the bid as non -responsive. 38 39 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 40 or organization against whom Contractor has reasonable objection. 41 42 12. Bid Form 43 44 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 45 obtained from the City. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 46 marked with the City Project Number, Project title, the name and address of Bidder, and 47 accompanied by the Bid security and other required documents. If the Bid is sent through the 48 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 49 with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 4 withdrawn prior to the time set for bid opening. A request for withdrawal must be 5 made in writing by an appropriate document duly executed in the manner that a Bid 6 must be executed and delivered to the place where Bids are to be submitted at any 7 time prior to the opening of Bids. After all Bids not requested for withdrawal are 8 opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 2 003313-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1� SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth 5 . (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work. The referenced forms may be downloaded from the website links provided below. 10 11 htto://www.ethics.state.tx..us/forms/CIO.ndf 12 13 htto://www.ethics.state.tx.us/forms/CIS.Ddf 14 15 CIQ Form is on file with City Secretary 16 17 r- CIQ Form is being provided to the City Secretary 18 19 1/r. CIS Form is on File with City Secretary 20 21 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 ,.{ 27 `KL45 7"Go -�'�"X A5 ..YN`C . By: 28 Company 29 30 5514 Eas`iko`"'"`"C ' Disc Signature: 31 Address 32 33 j l5U , T)L 71039 Title: 34 City/State/Zip 35 36 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27,2012 (Please Print) (Please Print) Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o; The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Fleetwood Ground Storage Tank Rehabilitation Project City Pro -jet No.: City Project No. 01953 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 a 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 ail requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Forms 00 41 00 BID FORM Page 2of3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors: a. b.2° i _ �-� %�:'^ F. 6. �{$yes n 1 .aY.s i...u"r-�."`, �•.,.:�-,a;.sr - �£{x:- a�:r�..... ��*i�i:� a d. nr _l illrt.r5g•.i '4...F v5. _ti-.kt a t-3+ .``'n.. z .cri,t n.,f fi^C'r.l `�%. .-�'.'•.'eE. _t:.. ;'• f' �:4^, , � u. imp I� ICADEic6 4. Time of Completion 4.1. The Work will be substantially complete within 120 calendar days from the date established by the Notice to Proceed. Substantial Completion shall be defined as the ability to place the Fleetwood Ground Storage Tank into service. Final Completion shall be achieved within 150 calendar days from the date established by the Notice to Proceed. The time between substantial and final completion is reserved for cleanup, demobilization, and final paperwork. The Contract Time commences to run as provided in Paragraph 2.3 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to achieve substantial and final completion within the times specified in the Agreement. Should substantial and final completion not be achieved within 120 and 150 calendar days respectively, the Contractor shall be assessed liquidated damages at a rate of $500 per calendar day, in accordance with Article 14.02 D of the Standard General Conditions of the Construction Contract. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. • c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Conflict of Interest Affidavit, Section 00 3513 *If necessary, CIO or CIS forms are to be provided directly to City Secretary g. 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 Fe= Revised 20120327 �I 7. Bid Submittal This Bid is submitted on Respectfully submitte (Signature) By: Title: Company: Address: State of Incorporation: Email: Phone: (Printed Name) A CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 END OF SECTION 00 41 00 BID FORM Page 3 of 3 by the entity named below. Receipt is acknowledged of initial the following Addenda: Addendum 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: teeN. cowl Bid Formsxls UNIT PRICE BID Bidlist Item. No, SECTION 00 42 43 PROPOSAL FORM Project Item Information Desorption OD 42 43 BID PROPOSAL Page I or I Bidder's Application Specification Unit of Bid Quantity Section No. Measure 1 3123.0101 unclassified Excavation 31 23 18 LS 1 2 3292.0400 Seeding, ljygromulch 32 92 13 LS 1 3 9999.001 Metal Repair for Corrosion or Pitted Areas as Required to 33 16 13.71 SF 100 Meet NACE Standards " ' 4 9999.002 Remove and Replace Ladderwith "Ladder Safety Device 33 16 13.71 LS1 5 9999.003 Remove Cathodic Protection System and Repair 33 16 13.71 LS .., 1 6 9999.004 Reconfigure Overflow Piping . . . 631s 13.71 LS 1 7 9999.005 Paint Interior Coating System 09 97 13 ' LS 1 . . .. 8 9999.006 Paint Exterior Coating System 09.97 13 Cabals :"COnfinaci Space Entry; 331613.71 Each 4 10 9999.008 Paint Pump House Trim and Dormers, and Replace Gutters 33 16 13.71 LS 1 and Downspouts_ 11 9999.009 Replace all Bolts 12 9999.010 Replace Roof Beam 13 9999.011 Replace Roof Rafter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS. Form Revised 20120120 33 16 13.71 LS 33 1613.71 • Each, 33 16 13.71 Each Bidder's Proposal Unit Price Bid Value 5; Dae), TI bm..!" — 7 500 42b ryZob, bb0 LS 1 DDQ00,i;.- 24p„p 6:6, go; rz,c IOb• 3,5abr_ e4o.0 * Total Bid 17 5, act)' Bid Forms.Ms 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Cade Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks In Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State offtir44110, our principal place of business, are required to be r•;r j = percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B, The principal place of business of ur company or our parent company or majority owner is in the State of Texas. BIDDER: Company Name Here gc,a STCc Address Here 65 t Zl >`'asa-�nt� ;nvC. Address Here or Spacev ��� ok•i�b3� City, State Zip Code Here END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: Printed Name Here , l4M 1(Sgna/ �Q- Title: Title Here 6,-e-r..,tEQ1-kt,-. Date: %Ji7,i fY1 c2,e- 12-. CSC , Bid Forms.xis BE IT RESOLVED by the Board of Directors of Blastco Texas Inc. in a meeting duly assembled that Jay Soper, General Manager of the Corporation, be, and he is herby authorized, eIIOWereu and directed for and on behalf of the Corporation to negotiate for and sign any and all bid proposals and/or contracts which this Corporation might enter into for the furnishing of services for the Corporation under such.terms, conditions, and stipulates, and for such consideration as he might deem to the best interest of the Corporation. . I, Darrold A. Toner, Secretary of Blastco Texas Inc. do hereby certify that the above and foregoing is a true and correct copy of a resolution unanimously adopted at a meeting of the Board of Directors of said Corporation held on the llth day of October, 2012, at which meeting all members of the Board of Directors were present and voted thereon and that said Resolution has been spread upon the minute books of the Corporation and same is now in full force and effect. WITNESS MY SIGNATURE this llth day of October, 2012 at Brantford, Ontario. a-6k, Secretary 004511-1 BIDDERS PREQUALIFICATIONS Page I of 2 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary: All contractors are required to be prequalified for this specific project by the City 5 prior to submitting bids. To be eligible to bid the contractor must submit the required 6 prequalification paperwork within the time stipulated, and be approved by the City prior to 7 the bid opening. 8 9 Prequalification information must be submitted to the designated City Project Manager at 10 least seven (7) days prior to the date of the opening of bids. In order to expedite and facilitate 11 the approval of a Bidder's Prequalification Application, the following records must 12 accompany the submission: 13 a. FINANCIAL - A complete set of current audited or reviewed financial statements. 14 (1) Classified Balance Sheet 15 (2) Income Statement 16 (3) Statement of Cash Flows 17 (4) Statement of Retained Earnings 18 (5) Notes to the Financial Statements, if any 19 b. EXPERIENCE — For an experience record to be considered to be acceptable, it must 20 reflect the experience of the firm in performing tank rehabilitation projects. 21 Experience must be on projects that were completed no more than five years prior to 22 the bid date. A minimum of three references must be included. References must 23 include a contact person, telephone number, project name, total cost, and type of 24 work performed. 25 c. EQUIPMENT — The prospective bidder shall list the equipment that the Contractor 26 has available for the project and list the equipment that the Contractor will rent as 27 may be required to complete the project. 28 d. PERSONNEL AND SCHEDULE: The prospective bidder shall submit the names 29 and resumes for the proposed project manager and project superintendent. This 30 information shall include a list of all projects that the proposed project manager and 31 project superintendent completed within the last five years to demonstrate ability to 32 complete complex tank rehabilitation projects in a timely manner. Provide list of 33 contact persons (preferably field inspectors or resident engineers) with names and 34 phone numbers. 35 e. ORGANIZATION: A certified copy of the firm's organizational documents 36 (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of 37 Formation, LLC Regulations, Certificate of Limited Partnership Agreement). 38 f. TAX INFORMATION: The firm's Texas Taxpayer Identification Number as issued 39 by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer 40 Identification number visit the Texas Comptroller of Public Accounts online at the 41 following web address www.window.state.tx.us/taxnermit/ and fill out the 42 application to apply for your Texas tax ID. 43 44 2. Prequalification Financial Statement Requirements 45 a. Financial Statements. Financial statement submission must be provided in 46 accordance with the following: 47 (1) The City requires that the original Financial Statement or a certified copy 48 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 0045I1 -2 BIDDERS PREQUALIFICATIONS Page 2 of 2 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current Z6 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 33 3. Previous Prequalification for Tank Rehabilitation Projects 34 a. The City shall recognize general contractors that were previously pre -qualified in 35 2012 for water storage tank rehabilitation projects, which includes the following list: 36 1. Blastco Texas, Inc. 37 2. Classic Protective Coatings, Inc. 38 3. N.G. Painting, L.P. 39 b. Additional firms seeking pre -qualification shall submit detailed information in 40 accordance with this specification. 41 42 3. Eligibility to Bid 43 a. The City shall be the sole judge as to a contractor's prequalification. 44 b. The City may reject, suspend, or modify any prequalification for failure by the 45 contractor to demonstrate acceptable financial ability or performance. 46 c. The City will issue a letter as to the status of the prequalification approval. 47 48 49 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 [Text in Blue is for information or guidance. Remove all blue text in the project final document] 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.01836. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 13 14 15 16 17 131-145 TCC TEXAS: ZIJ'J. By: JGf Sce- Company (Please ' int) S 1 z/ Exs*La4/0-1-ZN fir; ve. Signature: Address 18 u �s-i-v,�l 1 T �t —1-1 0.3 `I 19 City/State/Zip 20 21 22 THE STATE OF TEXAS 23 24 COUNTY OF T-A*RA-IdfT 14-4vri5 § 25 26 27 28 29 30 31 32 33 34 Title: ertd 1analt( (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared �JQ , known to me to be the person whose name is subscribedrito the fore oing instrument, and acknowledged to me that he/she executed the same as the act and deed of b) asffo 14(c, S �11G • for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this / Z day of FebruatL4 , 2013 35 s;.�.• ,;, JESSICA MEDINA ;?: ';"' Notary Public, State of Texas - - I,,My Commission Expires 37 ',.,;,;;.�' August 05, 2013 38 39 40 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Public in and for the State of Texas Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 FORT WHO R T H City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 6 % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid tobe considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the managing department and obtain a dateltime receipt, Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed cony will not be accepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days opening date, exclusive of the bid opening date. after the bid after the bid after the bid FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MIWBE Office at (817) 212-2674. Rev. 5/30/12 CITY OF FORT WORTH CONTRACT COMPLIANCE MEMORANDUM I THIS FORM MUST BE ATTACHED TO THE ROUTING "M & C" BEFORE LEGAL AND CITY MANAGER APPROVAL. To: From: Chris Harder (underline appropriate one) Proiect Manager Buyer Department Director Adrian Zavala M/WBE Office Staff Date: December 5. 2012 vIr 212-2679 Extension In the Amount of $ 775,000.00 Water-01953 DOE/Project/Bid No(s). Project/Bid: Fleetwood Ground Storage Tank Rehabilitation 1. Compliance with the City's Business Diversity Ordinance has been achieved by one of the following MBE methods: a) Blastco Texas, Inc. is in compliance with the City's Business Diversity Ordinance by committing to 24% MBE participation on this project. The City's MBE goal on this project is 6%. b) is in compliance with the City's Business Diversity Ordinance by committing to % MBE participation and documenting good faith effort. identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not submit the lowest bids. The City's MBE goal on this project is %. c) is in compliance with the City's Business Diversity Ordinance by documenting good faith effort. The City's MBE goal on this project is %. d) is in compliance with the City's Ordinance by documenting good faith effort. The City's M/WBE goal on this project is 0/0 by submission of the prime contractor waiver form. The City's MBE goal on this project is %. 2. The apparent low dollar bidder(s) did not comply with the City's Business Diversity Ordinance because: Rev. 11 /5/12 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form ATTACHMENT 1A Page 1 of 4 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: Fleetwood Ground Storage Tank Rehabilitation City's MBE Project Goal: 6% Prime's MBE Project Commitment: MNV/DBE NON-M//WDBE BIb DATE PROJECT NUMBER 01953 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifiications.. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N .... NCTRCA Certificate Detail Subcontracting Work T e M r B E W B E nn �n C n 8 B E n M B E Detail Supplies Purchased Dollar Amount Rev. 5/30/12 FORT H ATTACHMENT 1A Page 3of4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certi led MBEs will be counted to meet an MBE goal. ... Attach N .. .. ... ... _ ._... NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Company Name Address e M W Telephone/Fax r B B E E Detail Detail Subcontracting Supplies S M Work Purchased B B E E �n n i �n n - r Dollar Amount Rev. 5/30/12 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT 1A Page 4 of 4 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not Tess than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 5/30/12 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on January 29. 2013 is made by and between the City of Fort 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Blastco Texas, Inc., authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Fleetwood Ground Storage Tank Rehabilitation Proiect 16 Proiect No. 01953 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 150 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Five Hundred dollars Dollars ($500.00) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 00 52 43 - 2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Seven hundred and Seventy Five thousand Dollars 38 ($775,000.00J. 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 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MWBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 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. 72 73 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 005243-3 Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to overate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, bv anv act. omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to onerate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part. 93 bv anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 005243-4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 120 121 122 123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 128 129 130 131 132 133 134 135 136 137 Contractor: RCP ST-co By: 7 )(A 5, Zi.1C. /(Signature) (Printed Name) Title: y---) ,r.- f> Address: 55-i 4 ve City/State/Zip: Nv5.brv, TX —7 Z o 3 9 Date OFFICIAL. RECORD CITY SECRETARY Ft WORTR, TX City of Fort Worth B317 2 s•4 (Seal) M&C C 2 C Date: (-zct-i7 Asproved as to Form and Legality: Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: S. Frank Crumb, P.E. DIRECTOR, (Water Department) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Fernando Costa Assistant City Manager aye, �®bh� C Secreta o r p ci . 0: ci r 4 uVaa� Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 0061 13-2 Pt•:KFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Ciovernment Code, as amended, and all liabilities on this bond shall be detcrtnincd in 3 accordance with the provisions amid statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 6 January , 20 13 • 7 8 9 10 11 12 13 A'1"TES'f: 1514 16 (Principal) Secretary 17 18 19 20 21 22 23 24 25 26 27 13Y: 28 29 30 31 32 33 34 35 37 Witness as to Suret 38 Wendy A. Findlay 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. 31S` day of 45 Witness as t Principal '+en co-e,4I,MEE,L CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 PRINCIPAL: Blastco Texas Ibe. BY: Name and Title Address: 5514 Easthampton Drive Houston. Texas 77039 SURETY: Continental Casualty Company Signature Louise Keck. Attornev-in-fact Name and Title Address: 333 South Wabash. 41 South Chicago, Illinois 60604 Telephone Number: 312-822-5284 Fleetwood Ground Storage rank Rehabilitation Project No. 01953 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know Alt Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint Jon M Tondeur, K Bart Porter, Wendy A Findlay, Christine Young, Louise Keck, Scott A Robinson, Individually of London, ON, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as Indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 14th day of June, 2012. Continental Casualty Company National Fire Insurance Company of Hartford American- Cas alty Company of Reading, Pennsylvania Paul T. Bruflat Vice President State of South Dakota, County of Minnehaha, ss: On this 14th day of June, 2012, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above instrument; that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. J. MOHR S NOTARY PUBLIC SOUTH DAKOTA My Commission Expires June 23, 2015 J. Mohr " Notary Public CERTIFICATE I, D. Bult, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an' Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this 7I \ day of Q -'\ , Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of. Reading, Pennsylvania D. Bult Form F6853-4/2012 I Assistant Secretary Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective," This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds. undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." 00 61 14 - I PAYMENT BOND Pulse 1 o1'2 1 Bond No. 58701588 SECTION 00 61 14 2 1 of 3 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY 1'IlESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Blastco Texas Inc. , known as 8 "Principal" herein, and Continental Casualty Comnanv , 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 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the penal sum of Seven Hundred and Seventy Five Thousand--00/100 Dollars 13 (S775,000.00 ), lawful money of the united States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 29th day of January , 20 13 , 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 Fleetwood Ground Storage Tank Rehabilitation, Project No. 22 01953. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 'Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTIf STANDARD CONSTRUCTION SPECIFICATION I)OCUMEN1'S Revised July 1, 2011 Fleetwood Ground Storage 'Tank Rehabilitation Project No. 01953 00 61 14 -2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WIIEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 31st day of 3 January ,20 13 • 4 ATTEST: (Principal) Secretary Witness as Principal Ac 3ca'r b/,t)e6x ATTEST: (Surety) Secretary 1 Witness as to Sd'rety --- Wendy A. Findlay PRINCIPAL Blastco Texas Inc. BY: Signature --k Name and Title Address: 5514 Easthampton Drive Houston, Texas 77039 SURETY: Continental Casualty Comnanv BY: Signature Louise Keck. Attorney -in -fact Name and Title Address: 333 South Wabash, 41 South Chicago, Illinois 60604 Telephone Number: 312-822-5284 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. l ► END OF SECTION 12 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 0/933 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint Jon M Tondeur, K Bart Porter, Wendy A Findlay, Christine Young, Louise Keck, Scott A Robinson, Individually of London, ON, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 14th day of June, 2012. Continental Casualty Company National Fire Insurance Company of Hartford American.Cass alty Company of Reading, Pennsylvania Paul T. Bruflat J Vice President State of South Dakota, County of Minnehaha, ss: On this 14th day of June, 2012, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above instrument; that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. rChi441'4478 HR NOTARYPUBLIC ti SOUTH DAKOTA 3EA My Commission Expires June 23, 2015 J. Mohr " Notary Public CERTIFICATE I, D. Bult, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance companies printed on the reverse ereof is still in foreek_i testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this \-5 day of , aU► . Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania D. Bult Assistant Secretary Form F6853-4/2012 Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25°i day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25t° day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." 006119-1 MAINTENANCE BOND Page I of 3 1 Bond No. 58701588 SECTION 00 61 19 2 1 of 3 MAIN'TIiNANCE 130N1) 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF 'ARRANT § 7 That we Blastco Texas Inc. , known as 8 "Principal" herein and Continental Casualty Company , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), arc held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of Seven Hundred and Seventy Five Thousand-00/100 Dollars 13 ($ 775,000.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 29th day of January . 20 13 . which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Fleetwood Ground Storage Tank 24 Rehabilitation, Project No. 01953; and 25 26 WHEREAS, Principal hinds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Docuinents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CI I Y OF FORT WORTH STANDARD CONS'1RUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 0/953 0061 t9-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the Unitcd States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be bad hereon for successive breaches. 17 18 19 CCI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No, 01953 006119-3 MAINTENANCE BOND Pogo 3of3 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 31st day of January 3 4 ,2013 . 5 6 7 8 9 10 11 ATTEST 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 33 34 35 36 37 38 39 40 41 (Principal) Secretary p n Tc-�v1 1, Wi ness as to r✓ tnci al iiQa�Evl�,dC„/0.itElz (Surety) Secretary Witness as to Surety Wendy A. Findlay *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 ol'the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: Blastco Texas Inc. Y-)f..iF Name and Title Address: 5514 Easthampton Drive Houston. Texas 77039 SURETY: Continental Casualty Company BY: c-e z-e-z �r Signature Louise Keck, Attorney -in -fact Name and Title Address: 333 South Wabash, 41 South Chicago, Illinois 60604 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ruvisal July 1, 2011 Telephone Number: 312-822-5284 Fleetwood Ground Storage 'Tank Rehabilitation Project No. 01953 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT if NOTARY PUBLIC Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint Jon M Tondeur, K Bart Porter, Wendy A Findlay, Christine Young, Louise Keck, Scott A Robinson, Individually of London, ON, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 14th day of June, 2012. Continental Casualty Company National Fire Insurance Company of Hartford American.Cas alty Company of Reading, Pennsylvania Gr*,,Z7 Paul T. Bruflat Vice President State of South Dakota, County of Minnehaha, ss: On this 14th day of June, 2012, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above instrument; that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. J. MOHR i SOUTH OAKOTA My Commission Expires June 23, 2015 J. Mohr " Notary Public CERTIFICATE I, D. Bult, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force, In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this day of I . Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania D. Bult Assistant Secretary Form F6853-4/2012 Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 256 day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford, This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 256 day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instrurnents on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an Plectronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." Certificate N° 13 9 9 THIS IS TO CERTIFY THAT STATE OF TEXAS STATE BOARD OF INSURANCE CERTIFICATI: OF AUTHORITY CONTINENTAL CASUALTY COMPANY GhiCAGO . ILLINOIS Company No. 08-20550 has complied with the laws of the State of Texas applicable thereto and is hereby authorized to trans- act the business of Fire; Allied Coverages; Bail, braving crops only; Rain; Inland Marine; Ocean Marine; Aircraft --Liability and Physical Damage; Accident and health; Workmen's Compensation and EmployersLiability; Automobile --Liability and Physical Damage; Liability other than Automobile; Fidelity and Surety; Glass; Burglary and Theft; Forgery; Boiler and Machinery; Forgery; Boiler and Machinery; Credit; Livestock; Reinsurance on all lines except Life and Annuities insurance within the State of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seal of office at Austin, Texas, this 22hd August 1960 day of. _........................... , A. D. COMMISSIONER OF INSURANCE if I Figure: 28 TAC §1.601(a)(3) 1 IMPORTANT NOTICE To obtain information or make a complaint: 2 You may contact Continental Casualty Company, National Fire Insurance Company, American Casualty Company or Continental Insurance Company at 312-822-5000. 3 You may call Continental Casualty Company, National Fire Insurance Company, American Casualty Company or Continental Insurance Company's toll -free telephone number for information or to make a complaint at: 1-877-672-6115 4 You may also write to Continental Casualty Company, National Fire Insurance Company, American Casualty Company or Continental Insurance Company at: CNA Surety 333 South Wabash Chicago, IL 60604 5 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 6 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-Mail: ConsumerProtection@tdi.state.tx.us 7 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact Continental Casualty Company, National Fire Insurance Company, American Casualty Company or Continental Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8 ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Form F8277 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con Continental Casualty Company, National Fire Insurance Company, American Casualty Company o Continental Insurance Company al 312-822-5000. Usted puede Ilamar al numero de telefono gratis de Continental Casualty Company, National Fire Insurance Company, American Casualty Company o Continental Insurance Company's para informacion o para someter una queja al: 1-877-672-6115 Usted tambien puede escribir a Continental Casualty Company, National Fire Insurance Company, American Casualty Company o Continental Insurance Company: CNA Surety 333 South Wabash Chicago, IL 60604 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-Mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Continental Casualty Company, National Fire Insurance Company, American Casualty Company o Continental Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — 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 Article 3 — Contract Documents: Intent, Amending, Reuse 8 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 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 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 Revised: November 9, 2011 Article 10 - 10.01 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 10.04 Extra Work 10.05 Notification to Surety 10.06 Contract Claims Process Article 11 - 11.01 11.02 11.03 11.04 Article 12 - 12.01 12.02 12.03 Delays Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 39 39 39 39 40 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 Cost of the Work 41 Allowances 43 Unit Price Work 44 Plans Quantity Measurement 45 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 13.01 Notice of Defects 48 13.02 Access to Work 48 13.03 Tests and Inspections 48 13.04 Uncovering Work 49 13.05 City May Stop the Work 49 13.06 Correction or Removal of Defective Work 50 13.07 Correction Period 50 13.08 Acceptance of Defective Work 51 13.09 City May Correct Defective Work 51 Article 14 - Payments to Contractor and Completion 52 14.01 Schedule of Values 52 14.02 Progress Payments 52 14.03 Contractor's Warranty of Title 54 14.04 Partial Utilization 55 14.05 Final Inspection 55 14.06 Final Acceptance 55 14.07 Final Payment 56 14.08 Final Completion Delayed and Partial Retainage Release 56 14.09 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-1 GENERAL CONDITIONS Page 1 of 62 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-2 GENERAL CONDITIONS Page 2 of 62 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 fmal enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-3 GENERAL CONDITIONS Page 3 of 62 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 Depaitiuent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order —A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-4 GENERAL CONDITIONS Page 4 of 62 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See defmition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-5 GENERAL CONDITIONS Page 5 of 62 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-6 GENERAL CONDITIONS Page 6 of 62 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier --A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-7 GENERAL CONDITIONS Page 7 of 62 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-8 GENERAL CONDITIONS Page 8 of 62 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 20I 1 007200-9 GENERAL CONDITIONS Page 9 of 62 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor 's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-10 GENERAL CONDITIONS Page 10 of 62 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200- 11 GENERAL CONDITIONS Page 11 of 62 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 12 GENERAL CONDITIONS Page 12 of 62 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 13 GENERAL CONDITIONS Page 13 of 62 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. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 14 GENERAL CONDITIONS Page 14 of 62 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 15 GENERAL CONDITIONS Page 15 of 62 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3, any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-16 GENERAL CONDITIONS Page 16 of 62 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 20I 1 00 72 00 - 17 GENERAL CONDITIONS Page 17 of62 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-18 GENERAL CONDITIONS Page 18 of 62 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 19 GENERAL CONDITIONS Page 19 of 62 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-20 GENERAL CONDITIONS Page 20 of 62 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-21 GENERAL CONDITIONS Page 21 of 62 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 proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-22 GENERAL CONDITIONS Page 22 of 62 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 23 GENERAL CONDITIONS Page 23 of 62 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-24 GENERAL CONDITIONS Page 24 of 62 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 and Women Owned Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-25 GENERAL CONDITIONS Page 25 of 62 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-26 GENERAL CONDITIONS Page 26 of 62 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-27 GENERAL CONDITIONS Page 27 of 62 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to cany 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 A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-28 GENERAL CONDITIONS Page 28 of 62 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-fornis.html. 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-29 GENERAL CONDITIONS Page 29 of 62 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 30 GENERAL CONDITIONS Page 30 of 62 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-31 GENERAL CONDITIONS Page 31 of 62 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-32 GENERAL CONDITIONS Page 32 of 62 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-33 GENERAL CONDITIONS Page 33 of 62 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 34 GENERAL CONDITIONS Page 34 of 62 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation ofProfessional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-35 GENERAL CONDITIONS Page 35 of 62 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 36 GENERAL CONDITIONS Page 36 of 62 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-37 GENERAL CONDITIONS Page 37 of 62 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 38 GENERAL CONDITIONS Page 38 of 62 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be 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 fmal and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-39 GENERAL CONDITIONS Page 39 of 62 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-40 GENERAL CONDITIONS Page 40 of 62 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 D. City's written action under Paragraph 10.06.0 Contractor invoke the dispute resolution procedure action or denial. E. No Contract Claim for an adjustment in Contract submitted in accordance with this Paragraph 10.06. 007200-41 GENERAL CONDITIONS Page 41 of 62 will be final and binding, unless City or set forth in Article 16 within 30 days of such Price or Contract Time will be valid if not ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 42 GENERAL CONDITIONS Page 42 of 62 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-43 GENERAL CONDITIONS Page 43 of 62 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-44 GENERAL CONDITIONS Page 44 of 62 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-45 GENERAL CONDITIONS Page 45 of 62 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-46 GENERAL CONDITIONS Page 46 of 62 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor 's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-47 GENERAL CONDITIONS Page 47 of 62 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.O1.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 48 GENERAL CONDITIONS Page 48 of 62 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 Revised: November 9, 2011 00 72 00 - 49 GENERAL CONDITIONS Page 49 of 62 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-50 GENERAL CONDITIONS Page 50 of 62 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-51 GENERAL CONDITIONS Page 51 of 62 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-52 GENERAL CONDITIONS Page 52 of 62 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 Revised: November 9, 2011 00 72 00 - 53 GENERAL CONDITIONS Page 53 of 62 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-54 GENERAL CONDITIONS Page 54 of 62 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-55 GENERAL CONDITIONS Page 55 of 62 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-56 GENERAL CONDITIONS Page 56 of 62 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-57 GENERAL CONDITIONS Page 57 of 62 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing fmal payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-58 GENERAL CONDITIONS Page 58 of 62 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 MWBE ordinance established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 59 GENERAL CONDITIONS Page 59 of 62 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-60 GENERAL CONDITIONS Page 60 of 62 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-61 GENERAL CONDITIONS Page 61 of 62 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 Revised: November 9, 2011 007200-62 GENERAL CONDITIONS Page 62 of 62 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 Revised: November 9, 2011 00 72 00 - 63 GENERAL CONDITIONS Page 63 of 62 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 Revised: November 9, 2011 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 4 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications and Specifications shall govern over standard details. 26 27 SC-4.O1A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 July 2012. 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None N/A N/A 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" 47 CITY OF FORT WORTH Fleetwood Ground Storage Tank Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01953 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 4 1 Utilities or obstructions to be removed, adjusted, and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 4 as of July 2012 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None N/A 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A., "Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: None 12 13 SC-4.06A., "Hazardous Environmental Conditions at Site" 14 15 The following are reports and drawings of existing hazardous environmental conditions known to the City: 16 None 17 18 SC-5.03A., "Certificates of Insurance" 19 20 The entities listed below are "additional insured as their interest may appear" including their respective 21 officers, directors, agents and employees. 22 23 (1) City 24 (2) Consultant: Neel -Schaffer, Inc. 25 (3) Other: 26 27 SC-5.04A., "Contractor's Insurance" 28 29 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 30 coverages for not less than the following amounts or greater where required by laws and regulations: 31 32 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 33 34 Statutory limits 35 Employer's liability 36 $100,000 each accident/occurrence 37 $100,000 Disease - each employee 38 $500,000 Disease - policy limit 39 40 SC-5.04B., "Contractor's Insurance" 41 42 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 43 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 44 minimum limits of: 45 46 $1,000,000 each occurrence 47 $2,000,000 aggregate limit 48 CITY OF FORT WORTH Fleetwood Ground Storage Tank Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01953 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 4 1 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 2 General Aggregate Limits apply separately to each job site. 3 4 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 5 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 6 7 SC 5.04C., "Contractor's Insurance" 8 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 9 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 10 11 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 12 defined as autos owned, hired and non -owned. 13 14 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 15 least: 16 17 $250,000 - Bodily Injury per person / 18 $500,000 Bodily Injury per accident / 19 $100,000 Property Damage 20 21 SC-6.04., "Project Schedule" 22 23 Project schedule shall be tier 3 for the project. 24 25 SC-6.07., "Wage Rates" 26 27 The prevailing wage rate table applicable to this project is provided in the Appendix. 28 29 SC-6.09., "Permits and Utilities" 30 31 SC-6.09A., "Contractor obtained permits and licenses" 32 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 33 None. 34 35 SC-6.09B. "City obtained permits and licenses" 36 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 37 38 SC-7.02., "Coordination" 39 40 The individuals or entities listed below have contracts with the City for the performance of other work at 41 the Site: Contractor Scope of Work Coordination Authority N/A 42 43 SC-9.01., "City's Project Representative" 44 45 The following firm is a consultant to the City responsible for construction management of this Project: 46 Neel -Schaffer, Inc. 47 48 SC-13.03C., "Tests and Inspections" 49 50 None. 51 CITY OF FORT WORTH Fleetwood Ground Storage Tank Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01953 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 4 1 END OF SECTION CITY OF FORT WORTH Fleetwood Ground Storage Tank Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01953 1 2 3 PART 1 - GENERAL SECTION 01 11 00 SUMMARY OF WORK 01 11 00 -1 SUMMARY OF WORK Page 1 of 5 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 3. Technical Specifications 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. Work Covered by Contract Documents 20 1. Work is to include furnishing all labor, materials, and equipment, and performing 21 all Work necessary for this construction project as detailed in the Drawings and 22 Specifications. 23 2. Major Work for Fleetwood Ground Storage Tank Rehabilitation includes: 24 a. Unclassified Excavation: Construction of a shallow ditch, ranging from 6 25 inches to 24 inches in depth with 3H:1 V side slopes, around the existing ground 26 storage tank. Final grades shall, at a minimum expose 6 inches of the tank's 27 foundation measured from the finished floor. The contractor shall be 28 responsible for the removal and disposal of excess unclassified excavation. All 29 labor, materials and equipment required to grade the project, as detailed in the 30 plans, shall be paid for as a lump sum item. 31 b. Hydromulch: Once final grades have been established the contractor shall 32 immediately hydromulch and irrigate all disturbed areas affected by 33 construction activities until grass has been established. Hydromulch shall be 34 installed in accordance with specification 32 92 13, and shall be paid for as a 35 lump sum item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project 01953 01 11 00 - 2 SUMMARY OF WORK Page 2 of 5 1 c. Metal Repair for Corrosion or Pitted Areas as Required to Meet NACE, TCEQ, 2 AWWA and OSHA Standards: This work shall include the tank inspection 3 (after being sandblasted), pit welding, seam welding, plate welding or any other 4 method of repair required to bring the ground storage tank in compliance with 5 NACE Standards. All labor, materials and equipment required to repair the 6 ground storage tank, shall be paid for by the square foot of welded area. 7 d. Remove and Replace Ladder and with Ladder Safety Device: Remove the 8 existing steel ladder and install a new ladder with a ladder safety device as 9 detailed in the plans. All labor, materials and equipment required to remove and 10 replace the ladders with a ladder safety device shall be paid for as a lump sum 11 item. 12 e. Remove Cathodic Protection System: Removal of the existing cathodic 13 protection system and repairing penetrations in the tank. This includes 14 removing the control box and all brackets (approximately six) on the exterior of 15 the tank. It also includes all penetrations (approximately 40) from the roof of 16 the tank. All labor, materials and equipment required to remove the existing 17 cathodic system and repair penetrations in the tank shall be paid for as a lump 18 sum item. 19 f. Reconfigure Overflow Piping: Cut the existing 24" steel overflow pipe 20 sufficiently above the flange near the floor to allow for rerouting, and remove 21 and dispose of the piece cut from the flange. Weld a flange on the remaining 22 pipe for the rerouting, and bolt a blind flange on the existing flange near the 23 floor. Install two 90 degree 24" elbows and sufficient 24" steel pipe (match 24 existing thickness) between them to reroute the overflow pipe through the tank 25 wall such that it discharges into the proposed inlet. The internal elbow will 26 require two flanges, the pipe through the wall will require two flanges, and the 27 exterior elbow will require one flange and one flapper. All pipe connections 28 will be with flanged joints. The wall penetration will require a steel stiffener 29 plate on the exterior and possibly neck reinforcement around the hole for the 30 pipe. Cut a hole for the pipe (and neck reinforcement, if required). The steel 31 stiffener plate will be welded to the tank wall. The neck reinforcement (if 32 required) will be welded to the tank wall on both the interior and exterior. The 33 steel pipe will be welded to the neck reinforcement (if required) on both the 34 interior and exterior, otherwise the shell on the inside and the wall stiffener on 35 the outside. Any required bracing or pedestal support, and any other materials 36 required to construct the new overflow piping as detailed in plans will be 37 included. A precast inlet shall be attached to the existing 24" pipe. That 24" 38 pipe shall be cut on both sides of the inlet and plugged on the side closest to the 39 tank. The remaining pipe between the blind flange inside the tank and the plug 40 outside the tank shall be filled with flowable fill. Uncover the existing 24" pipe 41 prior to starting any fabrication to allow for minor adjustments in the alignment 42 for the rerouting to fit properly. All labor, materials and equipment required to 43 install the new overflow piping shall be paid for as a lump sum item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project 01953 01 11 00 -3 SUMMARY OF WORK Page 3 of 5 1 g. Paint Interior Coating System: Prepare and paint all interior surfaces and 2 components in accordance with applicable AWWA Standards and 3 specifications given in the contract documents. The tank was recently cleaned, 4 though minor sediment removal may be required. The roof plates shall be 5 wedged off the rafters, blasted and coated prior to removing the wedges. After 6 coating, the joints/gaps/seams shall be sealed. All labor, materials and 7 equipment required to install paint shall be paid for as a lump sum item 8 including blasting, sealing, painting, etc. 9 h. Paint Exterior Coating System: Prepare and paint all exterior surfaces and 10 components in accordance with applicable AWWA Standards and 11 specifications given in the contract documents. The Contractor shall use a 12 mechanical vacuum removal device or a shroud. All labor, materials and 13 equipment required to install paint shall be paid for as a lump sum item 14 including blasting, sealing, painting, etc. 15 i. Furnish and Install Labels — "Confined Space Entry": The contractor shall 16 furnish and install "Confined Space Entry" labels/ signs at each entrance to the 17 ground storage tank. Signs will be paid for per each sign installed. 18 j. Paint Pump House Trim and Dormers, and Replace Gutters and Downspouts: 19 Prepare the trim and dormers of the existing pump house to be painted by hand 20 scraping and sanding off loose paint from the exterior of the existing pump 21 house and paint it in accordance with the contract documents. Remove and 22 replace the gutters and downspouts. All labor, materials and equipment required 23 to prepare and paint the trim and dormers, and remove and replace the gutters 24 and downspouts shall be paid for as a lump sum item. 25 k. Replace All Bolts: The tank has approximately 60 bolts (approximately %" 26 galvanized) in the roof beams. All roof beam bolts shall be replaced. The 27 inlet/outlet vortex plate has approximately 10 bolts (approximately 3/8") that 28 also shall be replaced. All bolts shall be paid for as a lump sum item. 29 1. Replace Roof Beam: The tank appears to have one roof beam that may need to 30 be replaced. The section is approximately a 25' W 16 x 38. Beams will be 31 replaced, if needed, and paid for by the each. 32 m. Replace Roof Rafter: The tank appears to have several rafters that may need to 33 be replaced. The section is approximately a W 10 x 12 either 34' or 40' long. 34 Rafters will be replaced, if needed, and paid for by the each. 35 B. Subsidiary Work 36 1. Any and all Work specifically governed by documentary requirements for the 37 project, such as conditions imposed by the Drawings or Contract Documents in 38 which no specific item for bid has been provided for in the Proposal and the item is 39 not a typical unit bid item included on the standard bid item list, then the item shall 40 be considered as a subsidiary item of Work, the cost of which shall be included in 41 the price bid in the Proposal for various bid items. 42 C. Use of Premises 43 1. Coordinate uses of premises under direction of the City. 44 2. Assume full responsibility for protection and safekeeping of materials and 45 equipment stored on the Site. 46 3. Use and occupy only portions of the public streets and alleys, or other public places 47 or other rights -of -way as provided for in the ordinances of the City, as shown in the 48 Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project 01953 01 11 00 -4 SUMMARY OF WORK Page 4 of 5 1 a. A reasonable amount of tools, materials, and equipment for construction 2 purposes may be stored in such space, but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be left free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 8 manner as not to interfere with the operation of the railroad. 9 1) All Work shall be in accordance with railroad requirements set forth in 10 Division 0 as well as the railroad permit. 11 D. Work within Easements 12 1. Do not enter upon private property for any purpose without having previously 13 obtained permission from the owner of such property. 14 2. Do not store equipment or material on private property unless and until the 15 specified approval of the property owner has been secured in writing by the 16 Contractor and a copy furnished to the City. 17 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 18 obstructions which must be removed to make possible proper prosecution of the 19 Work as a part of the project construction operations. 20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 21 lawns, fences, culverts, curbing, and all other types of structures or improvements, 22 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 23 appurtenances thereof, including the construction of temporary fences and to all 24 other public or private property adjacent to the Work. 25 5. Notify the proper representatives of the owners or occupants of the public or private 26 lands of interest in lands which might be affected by the Work. 27 a. Such notice shall be made at least 48 hours in advance of the beginning of the 28 Work. 29 b. Notices shall be applicable to both public and private utility companies and any 30 corporation, company, individual, or other, either as owners or occupants, 31 whose land or interest in land might be affected by the Work. 32 c. Be responsible for all damage or injury to property of any character resulting 33 from any act, omission, neglect, or misconduct in the manner or method or 34 execution of the Work, or at any time due to defective work, material, or 35 equipment. 36 6. Fence 37 a. Restore all fences encountered and removed during construction of the Project 38 to the original or a better than original condition. 39 b. Erect temporary fencing in place of the fencing removed whenever the Work is 40 not in progress and when the site is vacated overnight, and/or at all times to 41 provide site security. 42 c. The cost for all fence work associated with easements, including removal, 43 temporary closures and replacement, shall be subsidiary to the various items bid 44 in the project proposal, unless a bid item is specifically provided in the 45 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project 01953 01 11 00 -5 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 5 of 5 Fleetwood Ground Storage Tank Rehabilitation Project 01953 1 2 3 PART 1 - GENERAL SECTION 01 25 00 SUBSTITUTION PROCEDURES 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 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 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 3. Technical Specifications 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Work associated with this Item is considered subsidiary to the various items bid. 23 No separate payment will be allowed for this Item. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Request for Substitution - General 27 1. Within 30 days after award of Contract (unless noted otherwise), the City will 28 consider formal requests from Contractor for substitution of products in place of 29 those specified. -. 30 2. Certain types of equipment and kinds of material are described in Specifications by 31 means of references to names of manufacturers and vendors, trade names, or 32 catalog numbers. 33 a. When this method of specifying is used, it is not intended to exclude from 34 consideration other products bearing other manufacturer's or vendor's names, 35 trade names, or catalog numbers, provided said products are "or -equals," as 36 determined by City. 37 3. Other types of equipment and kinds of material may be acceptable substitutions 38 under the following conditions: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 a. Or -equals are unavailable due to strike, discontinued production of products 2 meeting specified requirements, or other factors beyond control of Contractor; 3 or, 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 5 1.5 SUBMITTALS 6 A. See Request for Substitution Form (attached) 7 B. Procedure for Requesting Substitution 8 1. Substitution shall be considered only: 9 a. After award of Contract 10 b. Under the conditions stated herein 11 2. Submit 3 copies of each written request for substitution, including: 12 a. Documentation 13 1) Complete data substantiating compliance of proposed substitution with 14 Contract Documents 15 2) Data relating to changes in construction schedule, when a reduction is 16 proposed 17 3) Data relating to changes in cost 18 b. For products 19 1) Product identification 20 a) Manufacturer's name 21 b) Telephone number and representative contact name 22 c) Specification Section or Drawing reference of originally specified 23 product, including discrete name or tag number assigned to original 24 product in the Contract Documents 25 2) Manufacturer's literature clearly marked to show compliance of proposed 26 product with Contract Documents 27 3) Itemized comparison of original and proposed product addressing product 28 characteristics including, but not necessarily limited to: 29 a) Size 30 b) Composition or materials of construction 31 c) Weight 32 d) Electrical or mechanical requirements 33 4) Product experience 34 a) Location of past projects utilizing product 35 b) Name and telephone number of persons associated with referenced 36 projects knowledgeable concerning proposed product 37 c) Available field data and reports associated with proposed product 38 5) Samples 39 a) Provide at request of City. 40 b) Samples become the property of the City. 41 c. For construction methods: 42 1) Detailed description of proposed method 43 2) Illustration drawings 44 C. Approval or Rejection 45 1. Written approval or rejection of substitution given by the City 46 2. City reserves the right to require proposed product to comply with color and pattern 47 of specified product if necessary to secure design intent. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 3. In the event the substitution is approved, the resulting cost and/or time reduction 2 will be documented by Change Order in accordance with the General Conditions. 3 4. No additional contract time will be given for substitution. 4 5. Substitution will be rejected if: 5 a. Submittal is not through the Contractor with his stamp of approval 6 b. Request is not made in accordance with this Specification Section 7 c. In the City's opinion, acceptance will require substantial revision of the original 8 design 9 d. In the City's opinion, substitution will not perform adequately the function 10 consistent with the design intent 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. In making request for substitution or in using an approved product, the Contractor 16 represents that the Contractor: 17 1. Has investigated proposed product, and has determined that it is adequate or 18 superior in all respects to that specified, and that it will perform function for which 19 it is intended 20 2. Will provide same guarantee for substitute item as for product specified 21 3. Will coordinate installation of accepted substitution into Work, to include building 22 modifications if necessary, making such changes as may be required for Work to be 23 complete in all respects 24 4. Waives all claims for additional costs related to substitution which subsequently 25 arise 26 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS [NOT USED] 30 PART 3 - EXECUTION [NOT USED] 31 END OF SECTION 32 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 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 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including 19 engineering and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better (explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to 35 the specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected 50 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1 - GENERAL SECTION 01 31 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Technical Specifications 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. Attend preconstruction meeting. 22 2. Representatives of Contractor, subcontractors and suppliers attending meetings 23 shall be qualified and authorized to act on behalf of the entity each represents. 24 3. Meeting administered by City may be tape recorded. 25 a. If recorded, tapes will be used to prepare minutes and retained by City for 26 future reference. 27 B. Preconstruction Meeting 28 1. A preconstruction meeting will be held within 14 days after the execution of the 29 Agreement and before Work is started. 30 a. The meeting will be scheduled and administered by the City. 31 2. The Project Representative will preside at the meeting, prepare the notes of the 32 meeting and distribute copies of same to all participants who so request by fully 33 completing the attendance form to be circulated at the beginning of the meeting. 34 3. Attendance shall include: 35 a. Project Representative 36 b. Contractor's project manager 37 c. Contractor's superintendent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 d. Any subcontractor or supplier representatives whom the Contractor may desire 2 to invite or the City may request 3 e. Other City representatives 4 f. Others as appropriate 5 4. Construction Schedule 6 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 7 provide at Preconstruction Meeting. 8 b. City will notify Contractor of any schedule changes upon Notice of 9 Preconstruction Meeting. 10 5. Preliminary Agenda may include: 11 a. Introduction of Project Personnel 12 b. General Description of Project 13 c. Status of right-of-way, utility clearances, easements or other pertinent permits 14 d. Contractor's work plan and schedule 15 e. Contract Time 16 f. Notice to Proceed 17 g. Construction Staking 18 h. Progress Payments 19 i. Extra Work and Change Order Procedures 20 j. Field Orders 21 k. Disposal Site Letter for Waste Material 22 1. Insurance Renewals 23 m. Payroll Certification 24 n. Material Certifications and Quality Control Testing 25 o. Public Safety and Convenience 26 P. Documentation of Pre -Construction Conditions 27 q. Weekend Work Notification 28 r. Legal Holidays 29 s. Trench Safety Plans 30 t. Confined Space Entry Standards 31 u. Coordination with the City's representative for operations of existing water 32 systems 33 v. Storm Water Pollution Prevention Plan 34 w. Coordination with other Contractors 35 x. Early Warning System 36 y. Contractor Evaluation 37 z. Special Conditions applicable to the project 38 aa. Damages Claims 39 bb. Submittal Procedures 40 cc. Substitution Procedures 41 dd. Correspondence Routing 42 ee. Record Drawings 43 ff. Temporary construction facilities 44 gg. M/WBE procedures 45 hh. Final Acceptance 46 ii. Final Payment 47 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 31 20 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page 1 of 3 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 3. Technical Specifications 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 31 20 -2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 24 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1 - GENERAL 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Technical Specifications 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Definitions 22 1. Schedule Tiers 23 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 24 projects 25 b. Tier 2 - No schedule submittal required by contract, but will require some 26 milestone dates. Small, brief duration projects 27 c. Tier 3 - Schedule submittal required by contract as described in the 28 Specification and herein. Majority of City projects, including all bond program 29 projects 30 d. Tier 4 - Schedule submittal required by contract as described in the 31 Specification and herein. Large and/or complex projects with long durations 32 1) Examples: large water pump station project and associated pipeline with 33 interconnection to another governmental entity 34 e. Tier 5 - Schedule submittal required by contract as described in the 35 Specification and herein. Large and/or very complex projects with long 36 durations, high public visibility 37 1) Examples might include a water or wastewater treatment plant 38 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 39 as the baseline for measuring progress and departures from the schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative - Concise narrative of the schedule including schedule 4 changes, expected delays, key schedule issues, critical path items, etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost -loaded baseline Schedule using approved software and the 11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints 15 related to the schedule. 16 c. Designate an authorized representative (Project Scheduler) responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders, resulting in a change of contract time, in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 C. Responsibility for Schedule Compliance 27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 28 Report that delays to the critical path have resulted and the Contract completion 29 date will not be met, or when so directed by the City, make some or all of the 30 following actions at no additional cost to the City 31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 32 outlining: 33 1) A written statement of the steps intended to take to remove or arrest the 34 delay to the critical path in the approved schedule 35 2) Increase construction manpower in such quantities and crafts as will 36 substantially eliminate the backlog of work and return current Schedule to 37 meet projected baseline completion dates 38 3) Increase the number of working hours per shift, shifts per day, working 39 days per week, the amount of construction equipment, or any combination 40 of the foregoing, sufficiently to substantially eliminate the backlog of work 41 4) Reschedule activities to achieve maximum practical concurrency of 42 accomplishment of activities, and comply with the revised schedule CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower (trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions, the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors, the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases, the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera (P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 6 7 8 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 01 33 00 2 SUBMITTALS 3 PART 1 - 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 3. Technical Specifications 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. Coordination 25 1. Notify the City in writing, at the time of submittal, of any deviations in the 26 submittals from the requirements of the Contract Documents. 27 2. Coordination of Submittal Times 28 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 29 performing the related Work or other applicable activities, or within the time 30 specified in the individual Work Sections, of the Specifications. 31 b. Contractor is responsible such that the installation will not be delayed by 32 processing times including, but not limited to: 33 a) Disapproval and resubmittal (if required) 34 b) Coordination with other submittals 35 c) Testing 36 d) Purchasing 37 e) Fabrication 38 f) Delivery 39 g) Similar sequenced activities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013300-2 SUBMITTALS Page 2 of 8 1 c. No extension of time will be authorized because of the Contractor's failure to 2 transmit submittals sufficiently in advance of the Work. 3 d. Make submittals promptly in accordance with approved schedule, and in such 4 sequence as to cause no delay in the Work or in the work of any other 5 contractor. 6 B. Submittal Numbering 7 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 8 reference identification numbering system in the following manner: 9 a. Use the first 6 digits of the applicable Specification Section Number. 10 b. For the next 2 digits number use numbers 01-99 to sequentially number each 11 initial separate item or drawing submitted under each specific Section number. 12 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 13 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 14 submittal number would be as follows: 15 16 03 30 00-08-B 17 18 1) 03 30 00 is the Specification Section for Concrete 19 2) 08 is the eighth initial submittal under this Specification Section 20 3) B is the third submission (second resubmission) of that particular shop 21 drawing 22 C. Contractor Certification 23 1. Review shop drawings, product data and samples, including those by 24 subcontractors, prior to submission to determine and verify the following: 25 a. Field measurements 26 b. Field construction criteria 27 c. Catalog numbers and similar data 28 d. Conformance with the Contract Documents 29 2. Provide each shop drawing, sample and product data submitted by the Contractor 30 with a Certification Statement affixed including: 31 a. The Contractor's Company name 32 b. Signature of submittal reviewer 33 c. Certification Statement 34 1) "By this submittal, I hereby represent that I have determined and verified 35 field measurements, field construction criteria, materials, dimensions, 36 catalog numbers and similar data and I have checked and coordinated each 37 item with other applicable approved shop drawings." 38 D. Submittal Format 39 1. Fold shop drawings larger than 8 '/Z inches x 11 inches to 8 '/z inches x 11 inches. 40 2. Bind shop drawings and product data sheets together. 41 3. Order 42 a. Cover Sheet 43 1) Description of Packet 44 2) Contractor Certification 45 b. List of items / Table of Contents 46 c. Product Data /Shop Drawings/Samples /Calculations 47 E. Submittal Content CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013300-3 SUBMITTALS Page 3 of 8 1 1. The date of submission and the dates of any previous submissions 2 2. The Project title and number 3 3. Contractor identification 4 4. The names of: 5 a. Contractor 6 b. Supplier 7 c. Manufacturer 8 5. Identification of the product, with the Specification Section number, page and 9 paragraph(s) 10 6. Field dimensions, clearly identified as such 11 7. Relation to adjacent or critical features of the Work or materials 12 8. Applicable standards, such as ASTM or Federal Specification numbers 13 9. Identification by highlighting of deviations from Contract Documents 14 10. Identification by highlighting of revisions on resubmittals 15 11. An 8-inch x 3-inch blank space for Contractor and City stamps 16 F. Shop Drawings 17 1. As specified in individual Work Sections includes, but is not necessarily limited to: 18 a. Custom -prepared data such as fabrication and erection/installation (working) 19 drawings 20 b. Scheduled information 21 c. Setting diagrams 22 d. Actual shopwork manufacturing instructions 23 e. Custom templates 24 f. Special wiring diagrams 25 g. Coordination drawings 26 h. Individual system or equipment inspection and test reports including: 27 1) Performance curves and certifications 28 i. As applicable to the Work 29 2. Details 30 a. Relation of the various parts to the main members and lines of the structure 31 b. Where correct fabrication of the Work depends upon field measurements 32 1) Provide such measurements and note on the drawings prior to submitting 33 for approval. 34 G. Product Data 35 1. For submittals of product data for products included on the City's Standard Product 36 List, clearly identify each item selected for use on the Project. 37 2. For submittals of product data for products not included on the City's Standard 38 Product List, submittal data may include, but is not necessarily limited to: 39 a. Standard prepared data for manufactured products (sometimes referred to as 40 catalog data) 41 1) Such as the manufacturer's product specification and installation 42 instructions 43 2) Availability of colors and patterns 44 3) Manufacturer's printed statements of compliances and applicability 45 4) Roughing -in diagrams and templates 46 5) Catalog cuts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 6) Product photographs 2 7) Standard wiring diagrams 3 8) Printed performance curves and operational -range diagrams 4 9) Production or quality control inspection and test reports and certifications 5 10) Mill reports 6 11) Product operating and maintenance instructions and recommended 7 spare -parts listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include, but are not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections of manufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units of repetitively used products color/texture/pattern swatches 15 and range sets 16 4) Specimens for coordination of visual effect 17 5) Graphic symbols and units of Work to be used by the City for independent 18 inspection and testing, as applicable to the Work 19 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 20 be fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed, materials purchased or on -site construction accomplished 22 which does not conform to approved shop drawings and data is at the Contractor's 23 risk. 24 2. The City will not be liable for any expense or delay due to corrections or remedies 25 required to accomplish conformity. 26 3. Complete project Work, materials, fabrication, and installations in conformance 27 with approved shop drawings, applicable samples, and product data. 28 J. Submittal Distribution 29 1. Electronic Distribution 30 a. Confirm development of Project directory for electronic submittals to be 31 uploaded to City's Buzzsaw site, or another external FTP site approved by the 32 City. 33 b. Shop Drawings 34 1) Upload submittal to designated project directory and notify appropriate 35 City representatives via email of submittal posting. 36 2) Hard Copies 37 a) 3 copies for all submittals 38 b) If Contractor requires more than 1 hard copy of Shop Drawings 39 returned, Contractor shall submit more than the number of copies listed 40 above. 41 c. Product Data 42 1) Upload submittal to designated project directory and notify appropriate 43 City representatives via email of submittal posting. 44 2) Hard Copies 45 a) 3 copies for all submittals 46 d. Samples 47 1) Distributed to the Project Representative CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013300-5 SUBMITTALS Page 5 of 8 1 2. Hard Copy Distribution (if required in lieu of electronic distribution) 2 a. Shop Drawings 3 1) Distributed to the City 4 2) Copies 5 a) 8 copies for mechanical submittals 6 b) 7 copies for all other submittals 7 c) If Contractor requires more than 3 copies of Shop Drawings returned, 8 Contractor shall submit more than the number of copies listed above. 9 b. Product Data 10 1) Distributed to the City 11 2) Copies 12 a) 4 copies 13 c. Samples 14 1) Distributed to the Project Representative 15 2) Copies 16 a) Submit the number stated in the respective Specification Sections. 17 3. Distribute reproductions of approved shop drawings and copies of approved 18 product data and samples, where required, to the job site file and elsewhere as 19 directed by the City. 20 a. Provide number of copies as directed by the City but not exceeding the number 21 previously specified. 22 K. Submittal Review 23 1. The review of shop drawings, data and samples will be for general conformance 24 with the design concept and Contract Documents. This is not to be construed as: 25 a. Permitting any departure from the Contract requirements 26 b. Relieving the Contractor of responsibility for any errors, including details, 27 dimensions, and materials 28 c. Approving departures from details furnished by the City, except as otherwise 29 provided herein 30 2. The review and approval of shop drawings, samples or product data by the City 31 does not relieve the Contractor from his/her responsibility with regard to the 32 fulfillment of the terms of the Contract. 33 a. All risks of error and omission are assumed by the Contractor, and the City will 34 have no responsibility therefore. 35 3. The Contractor remains responsible for details and accuracy, for coordinating the 36 Work with all other associated work and trades, for selecting fabrication processes, 37 for techniques of assembly and for performing Work in a safe manner. 38 4. If the shop drawings, data or samples as submitted describe variations and show a 39 departure from the Contract requirements which City finds to be in the interest of 40 the City and to be so minor as not to involve a change in Contract Price or time for 41 performance, the City may return the reviewed drawings without noting an 42 exception. 43 5. Submittals will be returned to the Contractor under 1 of the following codes: 44 a. Code 1 45 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 46 comments on the submittal. 47 a) When returned under this code the Contractor may release the 48 equipment and/or material for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 013300-8 SUBMITTALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1 - GENERAL 014523-I TESTING AND INSPECTION SERVICES Page I of 2 SECTION 01 45 23 TESTING AND INSPECTION SERVICES 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 3. Technical Specifications 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 a. Contractor is responsible for performing, coordinating, and payment of all 18 Quality Control testing. 19 b. City is responsible for performing and payment for first set of Quality 20 Assurance testing. 21 1) If the first Quality Assurance test performed by the City fails, the 22 Contractor is responsible for payment of subsequent Quality Assurance 23 testing until a passing test occurs. 24 a) Final acceptance will not be issued by City until all required payments 25 for testing by Contractor have been paid in full. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Testing 29 1. Complete testing in accordance with the Contract Documents. 30 2. Coordination 31 a. When testing is required to be performed by the City, notify City, sufficiently 32 in advance, when testing is needed. 33 b. When testing is required to be completed by the Contractor, notify City, 34 sufficiently in advance, that testing will be performed. 35 3. Distribution of Testing Reports 36 a. Electronic Distribution 37 1) Confirm development of Project directory for electronic submittals to be 38 uploaded to City's Buzzsaw site, or another external FTP site approved by 39 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 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 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Technical Specifications 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. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities having 29 jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to coordinate with City regarding water needs. City to provide 36 Contractor with water for construction at no cost to the Contractor. 37 3. Electricity and Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 a. City can provide Contractor with a 100 Amp, 480 Volt three phase circuit, as 2 well as 120/208 Volt three phase circuits from the existing panels. Contractor 3 shall be responsible for providing for additional power needs. 4 4. Telephone 5 a. Provide emergency telephone service at Site for use by Contractor personnel and 6 others performing work or furnishing services at Site. 7 5. Temporary Heat and Ventilation 8 a. Provide temporary heat as necessary for protection or completion of Work. 9 b. Provide temporary heat and ventilation to assure safe working conditions. 10 B. Sanitary Facilities 11 1. Provide and maintain sanitary facilities for persons on Site. 12 a. Comply with regulations of State and local departments of health. 13 2. Enforce use of sanitary facilities by construction personnel at job site. 14 a. Enclose and anchor sanitary facilities. 15 b. No discharge will be allowed from these facilities. 16 c. Collect and store sewage and waste so as not to cause nuisance or health 17 problem. 18 d. Haul sewage and waste off -site at no less than weekly intervals and properly 19 dispose in accordance with applicable regulation. 20 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 21 4. Remove facilities at completion of Project 22 C. Storage Sheds and Buildings 23 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 24 above ground level for materials and equipment susceptible to weather damage. 25 2. Storage of materials not susceptible to weather damage may be on blocks off 26 ground. 27 3. Store materials in a neat and orderly manner. 28 a. Place materials and equipment to permit easy access for identification, inspection 29 and inventory. 30 4. Equip building with lockable doors and lighting, and provide electrical service for 31 equipment space heaters and heating or ventilation as necessary to provide storage 32 environments acceptable to specified manufacturers. 33 5. Fill and grade site for temporary structures to provide drainage away from 34 temporary and existing buildings. 35 6. Remove building from site prior to Final Acceptance. 36 D. Temporary Fencing 37 1. Provide and maintain for the duration or construction when required in contract 38 documents 39 E. Dust Control 40 1. Contractor is responsible for maintaining dust control through the duration of the 41 project. 42 a. Contractor remains on -call at all times 43 b. Must respond in a timely manner 44 F. Temporary Protection of Construction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 3 1.5 SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. Temporary Facilities 18 1. Maintain all temporary facilities for duration of construction activities as needed. 19 3.5 [REPAIR] / [RESTORATION] 20 3.6 RE -INSTALLATION 21 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES 26 A. Temporary Facilities 27 1. Remove all temporary facilities and restore area after completion of the Work, to a 28 condition equal to or better than prior to start of Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 66 00 -2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 3 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Rehabilitation Project No. 01953 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 3 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Rehabilitation Project No. 01953 017423-1 CLEANING Page 1 of 4 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Technical Specifications 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED [oil] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1- GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 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 3. Technical Specifications 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. Guarantees, Bonds and Affidavits 20 1. No application for final payment will be accepted until all guarantees, bonds, 21 certificates, licenses and affidavits required for Work or equipment as specified are 22 satisfactorily filed with the City. 23 B. Release of Liens or Claims 24 1. No application for final payment will be accepted until satisfactory evidence of 25 release of liens has been submitted to the City. 26 1.5 SUBMITTALS 27 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 2 3 PART 1 - GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 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 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 3. Technical Specifications 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 [NOT USED] 24 1.5 SUBMITTALS 25 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 26 City's Project Representative. 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 31 A. Accuracy of Records 32 1. Thoroughly coordinate changes within the Record Documents, making adequate 33 and proper entries on each page of Specifications and each sheet of Drawings and 34 other Documents where such entry is required to show the change properly. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 2. Accuracy of records shall be such that future search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS - JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City, until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes, use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings, by dimension accurate to within 1 41 inch, the centerline of each run of items. 42 1) Final physical arrangement is determined by the Contractor, subject to the 43 City's approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 2 ceiling plenum", "exposed", and the like). 3 3) Make all identification sufficiently descriptive that it may be related 4 reliably to the Specifications. 5 c. The City may waive the requirements for conversion of schematic layouts 6 where, in the City's judgment, conversion serves no useful purpose. However, 7 do not rely upon waivers being issued except as specifically issued in writing 8 by the City. 9 B. Final Project Record Documents 10 1. Transfer of data to Drawings 11 a. Carefully transfer change data shown on the job set of Record Drawings to the 12 corresponding final documents, coordinating the changes as required. 13 b. Clearly indicate at each affected detail and other Drawing a full description of 14 changes made during construction, and the actual location of items. 15 c. Call attention to each entry by drawing a "cloud" around the area or areas 16 affected. 17 d. Make changes neatly, consistently and with the proper media to assure 18 longevity and clear reproduction. 19 2. Transfer of data to other Documents 20 a. If the Documents, other than Drawings, have been kept clean during progress of 21 the Work, and if entries thereon have been orderly to the approval of the City, 22 the job set of those Documents, other than Drawings, will be accepted as final 23 Record Documents. 24 b. If any such Document is not so approved by the City, secure a new copy of that 25 Document from the City at the City's usual charge for reproduction and 26 handling, and carefully transfer the change data to the new copy to the approval 27 of the City. 28 3.5 REPAIR / RESTORATION [NOT USED] 29 3.6 RE -INSTALLATION [NOT USED] 30 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 END OF SECTION 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 31 23 16 UNCLASSIFIED EXCAVATION 312316-1 UNCLASSIFIED EXCAVATION Page 1 of 4 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation evolving the excavation of on -site materials. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measurement for this Item shall be by the lump sum. Limits of measurement is 23 shown on the Drawings. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per lump sum of "Unclassified Excavation". No additional compensation 28 will be allowed for rock or shrinkage or swell factors as these are the 29 Contractor's responsibility. 30 3. The price bid shall include: 31 a. Excavation 32 b. Excavation Safety 33 c. Drying 34 d. Dust Control 35 e. Reworking or replacing the over excavated material in rock cuts 36 f. Hauling 37 g. Disposal of excess material not used elsewhere onsite 38 h. Scarification 39 i. Clean-up 40 1.3 REFERENCES [NOT USED] 41 A. Definitions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 4 1 1. Unclassified Excavation — Without regard to materials, all excavations shall be 2 considered unclassified and shall include all materials excavated. Any reference to 3 Rock or other materials on the Drawings or in the specifications is solely for the 4 City and the Contractor's information and is not to be taken as a classification of 5 the excavation. 6 1.4 ADMINSTRATIVE REQUIREMENTS 7 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 8 01. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE 14 A. Excavation Safety 15 1. The Contractor shall be solely responsible for making all excavations in a safe 16 manner. 17 2. All excavation and related sheeting and bracing shall comply with the requirements 18 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage 21 1. Within Existing Rights -of -Way (ROW) 22 a. Soil may be stored within existing ROW, easements or temporary construction 23 easements, unless specifically disallowed in the Contract Documents. 24 b. Do not block drainage ways, inlets or driveways. 25 c. Provide erosion control in accordance with Section 31 25 00. 26 d. When the Work is performed in active traffic areas, store materials only in 27 areas barricaded as provided in the traffic control plans. 28 e. In non -paved areas, do not store material on the root zone of any trees or in 29 landscaped areas. 30 2. Designated Storage Areas 31 a. If the Contract Documents do not allow the storage of spoils within the ROW, 32 easement or temporary construction easement, then secure and maintain an 33 adequate storage location. 34 b. Provide an affidavit that rights have been secured to store the materials on 35 private property. 36 c. Provide erosion control in accordance with Section 31 25 00. 37 d. Do not block drainage ways. 38 1.11 FIELD CONDITIONS 39 A. Existing Conditions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 201 I Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 4 1 1. Any data which has been or may be provided on subsurface conditions is not 2 intended as a representation or warranty of accuracy or continuity between soils. It 3 is expressly understood that neither the City nor the Engineer will be responsible 4 for interpretations or conclusions drawn there from by the Contractor. 5 2. Data is made available for the convenience of the Contractor. 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS [NOT USED] 8 2.1 OWNER -FURNISHED [NOT USED] 9 2.2 PRODUCT TYPES AND MATERIALS 10 A. Materials 11 1. Unacceptable Fill Material 12 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 13 D2487 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 CONSTRUCTION 19 A. Accept ownership of unsuitable or excess material and dispose of material off -site 20 accordance with local, state, and federal regulations at locations. 21 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 22 during construction with eh exception of water that is applied for dust control. 23 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 24 properly dispose according to disposal plan. 25 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 26 proposed or existing structures. 27 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 28 City. 29 F. Shape slopes to avoid loosening material below or outside the proposed grades. 30 Remove and dispose of slides as directed. 31 G. Rock Cuts 32 1. Excavate to finish grades. 33 2. In the event of over excavation due to contractor error below the lines and grades 34 established in the Drawings, use approved embankment material compacted in 35 accordance with Section 31 24 00 to replace the over excavated at no additional 36 cost to City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 4 1 H. Earth Cuts 2 1. Excavate to finish subgrade 3 2. In the event of over excavation due to contractor error below the lines and grades 4 established in the Drawings, use approved embankment material compacted in 5 accordance with Section 31 24 00 to replace the over excavated at no additional 6 cost to City. 7 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 8 3.5 REPAIR [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD QUALITY CONTROL 11 A. Subgrade Tolerances 12 1. Excavate to within 0.1 foot in all directions. 13 2. In areas of over excavation, Contractor provides fill material approved by the City 14 at no expense to the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 1 2 329213-( HYDROMULCHING, SEEDING AND SODDING Page 1 of 7 SECTION 32 92 13 HYDROMULCHING, SEEDING AND SODDING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as 7 directed. 8 B. Deviations from City of Fort Worth Standards 9 1. None 10 C. Related Specification Sections include but are not necessarily limited to 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 2. Division 1 - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Block Sod Placement: measure by the square yard. 18 b. Seeding: measure by the lump sum. 19 c. Mowing: measure by each. 20 2. Payment 21 a. Block Sod Placement: contract unit price and total compensation for furnishing 22 and placing all sod, rolling and tamping, watering (until established), disposal 23 of all surplus materials, and material, labor, equipment, tools and incidentals 24 necessary to complete the work. 25 b. Seeding: contract unit price and total compensation for furnishing all materials 26 including water for seed -fertilizer, slurry and hydraulic mulching, water and 27 mowing (until established), fertilizer, and material, labor, equipment, tools and 28 incidentals necessary to complete the work. 29 c. Mowing: contract unit price and total compensation for material, labor, 30 equipment, tools and incidentals necessary to complete the work. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS 35 A. Seed 36 1. Vendors' certification that seeds meet Texas State seed law including: 37 a. Testing and labeling for pure live seed (PLS). 38 b. Name and type of seed. 39 2. All seed shall be tested in a laboratory with certified results presented to the City in 40 writing, prior to planting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 7 1 3. All seed to be of the previous season's crop and the date on the container shall be 2 within twelve months of the seeding date. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Block Sod 8 1. Protect from exposure to wind, sun and freezing. 9 2. Keep stacked sod moist. 10 B. Seed 11 1. If using native grass or wildflower seed, seed must have been harvested within one 12 hundred (100) miles of the construction site. 13 2. Each species of seed shall be supplied in a separate, labeled container for 14 acceptance by the City. 15 C. Fertilizer 16 1. Provide fertilizer labeled with the analysis. 17 2. Conform to Texas fertilizer law. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 22 2.2 MATERIALS AND EQUIPMENT 23 A. Materials 24 1. Block Sod 25 a. Sod Varieties (match existing if applicable) 26 1) "Stenotaphrum secundatum" (St. Augustine grass), 27 2) "Cynodon dactylon" (Common Bermudagrass), 28 3) "Buchloe dactyloides" (Buffalograss), 29 4) an approved hybrid of Common Bermudagrass, 30 5) or an approved Zoysiagrass. 31 b. Sod must contain stolons, leaf blades, rhizomes and roots. 32 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 33 foreign materials and weeds and grasses deleterious to its growth or which 34 might affect its subsistence or hardiness when transplanted. 35 d. Minimum sod thickness: 3/4 inch 36 e. Maximum grass height: 2 inches 37 f. Acceptable growing beds: 38 1) St. Augustine grass sod: clay or clay loam topsoil. 39 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils. 40 g. Dimensions. 41 1) Machine cut to uniform soil thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 7 1 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 2 handled and rolled without breaking. 3 h. Broken or torn sod or sod with uneven ends shall be rejected. 4 2. Seed 5 a. General 6 1) Plant all seed at rates based on pure live seed (PLS) 7 a) Pure Live Seed (PLS) determined using the formula: 8 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + 9 Percent Firm or Hard Seed) + 100] 10 2) Availability of Seed 11 a) Substitution of individual seed types due to lack of availability may be 12 permitted by the City at the time of planting. 13 b) Notify the City prior to bidding of difficulties locating certain species. 14 3) Weed seed 15 a) not exceed ten percent by weight of the total of pure live seed (PLS) 16 and other material in the mixture. 17 b) Seed not allowed: 18 (1) Johnsongrass 19 (2) nutgrass seed 20 4) Harvest seed within 1-year prior to planting 21 b. Non-native Grass Seed 22 1) Plant between April 15 and September 10 23 24 25 26 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) cynodon dactylon 85 90 75 Bermuda (hulled) cynodon dactylon 95 90 2) Plant between September 10 and April 15 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multiflorum 85 90 75 Bermuda (unhulled) cynodon dactylon 95 90 27 28 c. Native Grass Seed 29 1) Plant between February 1 and October 1. 30 31 Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-4 HYDROMULCHING, SEEDING AND SODDING Page4of7 1 d. Wildflower Seed 2 1) Plant between the following: 3 a) March 5 and May 31 4 b) September 1 and December 1 5 Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 6 *not to be planted within ten feet of a road or parking lot or within three feet of a 7 walkway 8 9 e. Temporary Erosion Control Seed 10 1) Consist of the sowing of cool season plant seeds. 11 3. Mulch 12 a. For use with conventional mechanical or hydraulic planting of seed. 13 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 14 (waste products from paper mills or recycled newspaper). 15 c. No growth or germination inhibiting factors. 16 d. No more than ten percent moisture, air dry weight basis. 17 e. Additives: binder in powder form. 18 f. Form a strong moisture retaining mat. 19 4. Fertilizer 20 a. acceptable condition for distribution 21 b. applied uniformly over the planted area. 22 c. Analysis 23 1) 16-20-0 24 2) 16-8-8 25 d. Fertilizer rate: 26 1) Not required for wildflower seeding. 27 2) Newly established seeding areas - 100 pounds of nitrogen per acre. 28 3) Established seeding areas - 150 pounds of nitrogen per acre. 29 5. Topsoil: See Section 32 91 19. 30 6. Water: clean and free of industrial wastes or other substances harmful to the 31 germination of the seed or to the growth of the vegetation. 32 7. Soil Retention Blanket 33 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 34 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-5 HYDROMULCHING, SEEDING AND SODDING Page 5 of 7 1 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Surface Preparation: clear surface of all material including: 9 1. Stumps, stones, and other objects larger than one inch. 10 2. Roots, brush, wire, stakes, etc. 11 3. Any objects that may interfere with seeding or maintenance. 12 B. Tilling 13 1. Compacted areas: till one inch deep. 14 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 15 seed/water run-off. 16 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees. 17 3.4 INSTALLATION 18 A. Block Sodding 19 1. General: 20 a. Place sod between curb and walk and on terraces that is the same type grass as 21 adjacent grass or existing lawn. 22 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 23 average first freeze in the fall. 24 2. Installation 25 a. Plant sod specified after the area has been completed to the lines and grades 26 shown on the plans with 6 inches of topsoil. 27 b. Use care to retain native soil on the roots of the sod during the process of 28 excavating, hauling and planting. 29 c. Keep sod material moist from the time it is dug until planted. 30 d. Place sod so that the entire area designated for sodding is covered. 31 e. Fill voids left in the solid sodding with additional sod and tamp. 32 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 33 slope. 34 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 35 firm earth in areas that may slide due to the height or slope of the surface or 36 nature of the soil. 37 3. Watering and Finishing 38 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary 39 metering / irrigation, water truck or by any other method necessary to achieve 40 an acceptable stand of turf as defined in 3.13.B. 41 b. Thoroughly water sod immediately after planted. 42 c. Water until established. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 7 1 d. Generally, an amount of water that is equal to the average amount of rainfall 2 plus one half inch per week should be applied until accepted. If applicable, 3 plant large areas by irrigation zones to ensure areas are watered as soon as they 4 are planted. 5 B. Seeding 6 1. General 7 a. Seed only those areas indicated on the plans and areas disturbed by 8 construction. 9 b. Mark each area to be seeded in the field prior to seeding for City approval. 10 2. Broadcast Seeding 11 a. Broadcast seed in two directions at right angles to each other. 12 b. Harrow or rake lightly to cover seed. 13 c. Never cover seed with more soil than twice its diameter. 14 d. For wildflower plantings: 15 1) scalp existing grasses to one inch. 16 2) remove grass clippings, so seed can make contact with the soil. 17 3. Mechanically Seeding (Drilling): 18 a. Uniformly distribute seed over the areas shown on the plans or as directed. 19 b. All varieties of seed and fertilizer may be distributed at the same time provided 20 that each component is uniformly applied at the specified rate. 21 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 22 drill. 23 d. Drill on the contour of slopes 24 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 25 of the "Cultipacker" type. 26 f. Roll slope areas on the contour. 27 4. Hydromulching 28 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 29 1) Mixture is uniformly suspended to form a homogenous slurry. 30 2) Mixture forms a blotter -like ground cover impregnated uniformly with 31 grass seed. 32 3) Mixture is applied within thirty (30) minutes after placed in the equipment. 33 b. Placing 34 1) Uniformly distribute in the quantity specified over the areas shown on the 35 plans or as directed. 36 5. Fertilizing: uniformly apply fertilizer over seeded area. 37 6. Watering 38 a. Furnish water by means of temporary metering / irrigation, water truck or by 39 any other method necessary to achieve an acceptable stand of turf as defined in 40 3.13.B. 41 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding. 42 c. Water as direct by the City at least twice daily for 14 days after seeding in such 43 a manner as to prevent washing of the slopes or dislodgement of the seed. 44 d. Water until final acceptance. 45 e. Generally, an amount of water that is equal to the average amount of rainfall 46 plus one half inch per week should be applied until accepted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 7 1 3.5 [REPAIR]/[RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A. Block Sodding 11 1. Water and mow sod until completion and final acceptance of the Project or as 12 directed by the City. 13 2. Sod shall not be considered finally accepted until the sod has started to peg down 14 (roots growing into the soil) and is free from dead blocks of sod. 15 B. Seeding 16 1. Water and mow sod until completion and final acceptance of the Project or as 17 directed by the City. 18 2. Maintain the seeded area until each of the following is achieved: 19 a. Vegetation is evenly distributed. 20 b. Vegetation is free from bare areas. 21 3. Turf will be accepted once fully established. 22 a. Seeded area must have 100 percent growth to a height of three inches with one 23 mow cycle performed by the CONTRACTOR prior to consideration of 24 acceptance by the City. 25 C. Rejection 26 1. City may reject block sod or seeded area on the basis of weed populations. 27 3.14 ATTACHMENTS [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 PART 2 - MATERIALS 2.01 GENERAL Materials and material tests for the steel tank and all tank components shall comply with the latest edition of AWWA D100 except as modified herein. A. Steel Sections: ASTM A36. B. Stainless Steel Sheet and Plate: ASTM A 240. C. Bolts, Nuts and Washers: ASTM A307, or ASTM A 325. D. Steel pipe and pipe fittings shall conform to ASTM A-120. E. Welding electrodes shall conform to ASTM 233 E60 or E70. F. Welding: 1. All shop and field welding shall conform to AWS and AWWA D100, Section 10. 2. Before any welding is performed, Contractor shall make certain that the welders or welding operators have their credentials for acceptance. 3. All defective welds shall be removed and repaired in accordance with Section 11 of AWWA D100, latest revision. G. Fabrication: AWWA D100, Section 9 Shop Fabrication. H. Testing: 1. Testing for both shop and field welds shall be in accordance with AWWA D100, Section 11, Inspection and Testing. 2. All testing shall be performed prior to interior and exterior field painting. The Testing shall be performed by an independent testing agency with all costs included in the Contractor's bid and paid by the Contractor. 2.02 TANK REMOVE/REPAIR/REPLACEMENT ITEMS AND SITE IMPROVEMENTS All accessories including ladders and overflow pipes shall be fabricated in accordance with AWWA D100, Section 7. A. Remove and Replace Interior Ladder (with Ladder Safety Device) 1. A painted steel ladder for access to the tank interior from the roof shall be provided. This ladder shall be equipped with a ladder safety rail or cable. 2. Remove all ladder supports and brackets from tank. Grind all attachment points smooth. Dispose of ladder and all associated items. 3. Replace the ladder and permanently secure it by welding it to the support braces and the braces to the tank shell. Provide all welding, brackets, and connective apparatuses to permanently affix the ladder. 33 16 13.71 - 2 Neel -Schaffer, Inc. O: Llobsll1 /90 - FleetmodlDesig,LSpecificationslftepair Specifications 33 16 13.71.doc 4. Provide a Ladder Safety Device for the ladder. The Ladder Safety Device shall be a SAF-T-CLIMB Ladder Fall Prevention System by North Safety Products. The system shall be supplied complete with locking mechanisms and accessories for one person. B. Extend Existing Overflow Pipe 1. Overflow Pipe Adjustments a. Cut the existing 24" steel overflow pipe sufficiently above the flange near the floor to allow for rerouting. Weld a flange on the remaining on the remaining pipe for the rerouting and bolt a blind flange on the existing flange near the floor after filling with flowable fill. b. Install two 90 degree steel elbows and sufficient 24" steel pipe (match existing thickness) between them, through the tank wall, to the proposed grate inlet. The internal elbow will require two flanges. The pipe through the wall will require two flanges. The external elbow will require one flange and one flapper. c. All wall penetrations will require a steel stiffener plate on the exterior and possibly neck reinforcement around the hole of the pipe. Weld the stiffener plate to the outside tank wall and cut a hole in tank wall for the overflow pipe and the neck stiffener plate (if required). Weld the perimeter of the overflow pipe to the shell (neck reinforcing and the neck reinforcing to shell if required) and stiffener plate both internally and externally. Install supports and bracing as needed. d. Install a protective flapper on the newly extended overflow pipe to protect the pipe from direct contact with the elements. 2. Install Grate Inlet a. Expose and verify location of the existing storm drain pipe near the proposed outfall connection point. b. Remove a portion of the existing 24" pipe. c. Plug the existing pipe coming from the ground storage tank so that it can be filled with flowable fill. d. Install a precast 4'x4' Hanson precast box with top slab and grate assembly. C. Replace All Bolts 1. The tank has approximately 60 bolt assemblies (approximately 3/" diameter), including bolts with washers and nuts. The Contractor is to replace all bolts, nuts and washers with galvanized. All roof beam bolts shall be replaced. 2. The inlet/outlet vortex plate has approximately 10 bolt assemblies, (approximately 3/8" diameter), including bolts with washers and nuts. The Contractor is to replace all bolts, nuts and washers with galvanized. D. Replace Roof Beam The tank appears to have one roof beam that may need to be replaced. The section is approximately a 25' W 16 x 38. Beams will be replaced, if needed, by the each. E. Replace Roof Rafter The tank appears to have several rafters that may need to be replaced. The section is approximately a W 10 x 12 either 34' or 40' long. Rafters will be replaced, if needed, by the each. F. Cathodic Protection Removal 1. Remove and dispose of the existing cathodic protection system. 33 16 13.71 - 3 Nee! -Schaffer, Inc. O:UobsI11190-FleelstioodlDesignlSpecificationslRepairSpecifications 331613.71.doc 2. Repair all penetrations into the tank's shell by welding. 3. Grind all repair points smooth. G. Attach "Confined Space Entry" signs After painting of exterior surfaces has been completed, install new sign stating "DANGER — Confined Space — Authorized Personnel Only" in a location clearly visible near entry to the tank. H. Paint Pump House Trim and Dormers, and Replace Gutters and Downspouts 1. Inspect the existing condition of the trim and dormers. If the condition is unsuitable for painting, due to rotting or rusting, the Contractor shall notify the city inspector. 2. Prepare the existing trim and dormers by sanding and hand scraping off loose paint. 3. Clean surfaces to be painted of any loose material and or dust. 4. Prime and apply two coats of exterior flat paint to the trim and dormers with White paint. 5. Remove and replace the gutters and downspouts. They shall be pre -finished with a Kynar 500 finish. I. Unclassified Excavation 1. Per plan grades, construct a drainage ditch from the south end of the ground storage tank around the west end and connect the existing drainage swale at the north property line. a. Construct a four foot wide trapezoidal drainage swale with 3H: 1 V side slopes. b. Final grades should expose a minimum of six inches of the tank's foundation, measured from the finished floor elevation. 2. Contractor shall be responsible for the disposal of all unclassified excavation. J. Hydromulch Once final grading and major construction activities have been completed, hydromulch seeding shall be installed and irrigated twice a week until grass has been established. This item shall be paid for as a lump sum item. 2.03 MISCELLANEOUS TANK REPAIRS A. Immediately after blast cleaning the tank interior surfaces, an inspection shall be made by the Owner or Representative in the presence of the Contractor to determine if any additional repair items will be authorized by the Owner as additional work to be paid for at the Unit Bid prices for tank repair. This includes pit welding or seam welding. B. All repairs shall be made in a manner to effect a permanent repair. All welding shall be done by qualified personnel. Care should be taken to avoid damage to seams, plates and pipe connections, which could result in leakage. The Contractor shall guarantee the water tank to be free from leakage upon completion of his work. C. Any welding on the tank shall be in conformance with the requirements of AW WA Standard for welded steel tanks for water storage (AWWA D100). 33 16 13.71 - 4 Neel -Schafer, Inc. O: Uobs1 /1190 - FleemnodiDesignlSpecifica!ionsdRepair Specificalions 33 16 13.7/.doc PART 3 - EXECUTION 3.01 PREPARATION A. Obtain ENGINEER approval prior to site cutting or making adjustments not scheduled. B. All repair and/or replacement items specified here in shall be conducted prior to beginning any surface coatings. C. All welding procedures, welders and welding operators shall be qualified in accordance with ASME Section IX for the processes and positions utilized. D. Surfaces to be welded may have a protective coating applied to them which need not be removed before they are welded unless specifically prohibited by the welding procedures. E. Welding may be done by the shielded metal arc welding process, the gas metal arc welding process, the flux core arc welding process and the submerged arc welding process. F. Surfaces to be welded shall be free from loose scale, slag, rust, oil, grease, paint and other foreign material. G. The Contractor shall remove weld of slag, spatter, burrs and other sharp or rough projections. The surface of the weld shall be suitable for subsequent cleaning and painting operations. All welds shall be ground smooth and blended to a NACE-D profile. H. Clean and strip site primed steel items to bare metal where site welding is scheduled. I. Make provisions for erection loads with temporary bracing. Keep work in alignment. J. Supply items required to be cased into concrete or embedded in masonry with setting templates to appropriate sections. K. Surface preparation and painting is required for all ferrous metals, equipment and accessories. Stainless steel shall not be painted. L. Galvanizing: All galvanizing of fabricated steel items to comply with the requirements of ASTM A 123. 3.02 FABRICATION A. Verify dimensions on site prior to shop fabrication. B. Fabricate items with joints tightly fitted and secured. C. Fit and shop assemble in largest practical sections for delivery to site. D. Grind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of structure, except where specifically noted otherwise. 33 16 13.71 - 5 Neel -Schaffer, Inc. O: Uobs1l119O - FleetkoodlDesignLrpectfcationslRepair Specifications 33 16 13.71.doc B. The Owner's decision shall be final as the interpretation and/or conflict between any of the referenced specifications and standards contained herein. 1.03 CONTRACTOR A. The Contractor shall have three years practical experience and successful history in the application of specified product to surfaces of steel water tanks. On request, he shall substantiate this requirement by furnishing a list of references and job completions. B. The Contractor shall submit with his bid a written statement by the coatings manufacturer stating that the Contractor is familiar with the materials specified and has workers capable of performing the work specified herein. C. The personnel performing the work shall be knowledgeable and have the required experience and skill to adequately perform the work for this project, in accordance with SSPC-PA1, "Shop, Field and Maintenance Painting". 1.04 QUALITY ASSURANCE A. General: Quality assurance procedures and practices shall be utilized to monitor all phases of surface preparation, application and inspection throughout the duration of the project. Procedures or practices not specifically defined herein may be utilized provided they meet recognized and accepted professional standards and are approved by the Engineer. B. Surface Preparation: Surface preparation will be based upon comparison with: "Pictorial Surface Preparation Standards for Painting Steel Surfaces: SSPC-VIS 1-89", ASTM Designation D2200-95, "Standard Methods of Evaluating Degree of Rusting on Painted Surfaces", ASTM D 4417-91, Method A and/or Method C or NACE Standard RP0287-87. In all cases the written standard shall take precedence over the visual standard. In addition, NACE Standard RP0178-91, along with the Visual Comparator, shall be used to verify the surface preparation of welds. C. Application: No coating or paint shall be applied when: 1) the surrounding air temperature or the temperature of the surface to be coated or painted is below the minimum surface temperature for the products specified herein, 2) rain, snow, fog or mist is present, 3) the surface temperature is less than 5°F above the dew point, 4) the air temperature is expected to drop below the minimum temperature for the products specified within six hours after application of coating. Dewpoint shall be measured by use of an instrument such as a Sling Psychrometer in conjunction with U.S. Department of Commerce Weather Bureau Psychometric Tables. If any of the above conditions are prevalent, coating or painting shall be delayed or postponed until conditions are favorable. The day's coating or painting shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions. D. Thickness and Holiday Checkine: Thickness of coatings and paint shall be checked with a non- destructive, magnetic -type thickness gauge, as per SSPC-PA 2 "Measurement of Dry Film Thickness with Magnetic Gages". References in PA 2 which allow 80% of the minimum thickness specified are not acceptable. Use an instrument such as a Tooke Gauge if a destructive test is deemed necessary by the Engineer. The integrity of interior coated surfaces shall be checked with a low voltage holiday detector in accordance with NACE Standard RP0188. Non-destructive holiday detector shall not exceed 67.5 volts, nor shall destructive holiday detector exceed the voltage recommended by the manufacturer of the coating system. A solution of 1 ounce non-sudsing type wetting agent, such as Kodak Photo -Flo, and 1 gallon of tap water shall be used to perform the holiday testing. All pinholes and/or holidays 099713-2 Neel -Schaffer, Inc. O: Vobs111190 - FleetnioodlDesignlSpecifncalionslCoating Specifications 09 9713.docr shall be marked and repaired in accordance with the manufacturer's printed recommendations and retested. No pinholes or other irregularities will be permitted in the final coating. Dry film thickness readings of steel surfaces shall be taken prior to the application of successive coats with a nondestructive magnetic type gauge in accordance with SSPC-PA-2. E. Inspection Devices: The Contractor shall furnish, until final acceptance of coating and painting is accepted, inspection devices in good working condition for detection of holidays and measurement of dry film thickness of coating and paint. The Contractor shall also furnish U.S. Department of Commerce, National Bureau of Standards certified thickness calibration plates and/or plastic shims, depending upon the thickness gauge used, to test the accuracy of dry film thickness gauges and certified instrumentation to test the accuracy of holiday detectors. Dry film gauges and holiday detectors shall be made available for the Engineer's use at all times until final acceptance of application. Holiday detection devices shall be operated in the presence of the Engineer. F. Inspection: Inspection for this project shall consist of 'hold point' inspections. The Engineer or his representative shall inspect the surface prior to abrasive blasting, after abrasive blasting but prior to application of coating materials, and between subsequent coats of material. Final inspection shall take place after all coatings are applied, but prior to placing the tank in service. Contractor will insure that sufficient rigging is in place so that the Engineer or his representative shall be able to conduct the required inspections. G. Warranty Inspection: Warranty inspection shall be conducted during the twenty-third month following acceptance of all coating and painting work. Owner will be responsible for draining the tank prior to the inspection. Owner will be responsible for system operation and pressure maintenance during the inspection and repair, if any. Inspection shall be attended by Owner, Engineer, Applicator, and Coating Manufacturer's representative. All defective work shall be repaired in accordance with this specification, according to Coating Manufacturer's instructions, to the satisfaction of the Engineer and/or Owner. 1.05 PRODUCT DELIVERY, STORAGE & HANDLING A. All materials shall be brought to the jobsite in original sealed containers. They shall not be used until the Engineer has inspected the contents and obtained data from information on containers or label. Materials exceeding storage life recommended by the manufacturer shall be rejected. B. All coatings and paints shall be stored in enclosed structures to protect them from weather and excessive heat or cold. Flammable coatings and paints must be stored to conform to City, County, State and Federal safety codes for flammable coating or paint materials. At all times coatings and paints shall be protected from freezing. 1.06 SUBMITTALS The following materials shall be submitted and approved by the Engineer, before application may begin. A. Shrouding system including full structural design by a Professional Engineer licensed in Texas. B. Primers. C. Coatings. D. Sealers. E. Thinners, Solvents, & Cleaners. 099713-3 Neel -Schaffer, Inc. O: Uobsll1 /90 - pleei i,od)Design)Specifications(Coating Specifications 09 97 /3.docx F. Material Safety Data Sheets (MSDS) for all paint components and thinners. G. Manufacturer's current color chart for final color to be selected by the Owner. H. Miscellaneous appurtenances such as caulking, vents, ladders and safety climbs, etc. PART 2 - MATERIALS 2.01 ACCEPTABLE MANUFACTURERS A. Materials specified are those that have been evaluated for the specific service. Products of the Tnemec Company, Inc. are listed to establish a standard of quality. Equivalent materials of other manufacturers may be submitted on written approval of the Engineer. As part of the proof of equality, the Engineer will require at the cost of the Contractor, certified test reports from a nationally known, reputable and independent testing laboratory conducting comparative tests as directed by the Engineer between the product specified and the requested substitution. Comparative tests for the interior system shall include abrasion, adhesion, cathodic disbondment, galvanic protection, moisture vapor transmission (MVT), immersion, prohesion, salt spray and humidity. Comparative tests for the exterior system shall include abrasion, adhesion, exterior exposure, flexibility, graffiti resistance, hardness QUV exposure, humidity, impact, QUV exposure and salt spray (Fog). B. Requests for substitution shall include manufacturer's literature for each product giving name, product number, generic type, descriptive information, solids by volume, recommended dry film thickness and certified lab test reports showing results to equal the performance criteria of the products specified herein. In addition, a list of five projects shall be submitted in which each product has been used and rendered satisfactory service. C. All requests for product substitution shall be made at least 10 days prior to the bid date. D. Any material savings shall be passed to the Owner in the form of a contract dollar reduction. E. Manufacturer's color charts shall be submitted to the Engineer at least 30 days prior to coating and/or paint application. Contractor shall coordinate work so as to allow sufficient time (normally seven to ten days) for paint to be delivered to the job site. 2.02 GENERAL REQUIREMENTS A. All materials shall be lead-free as defined by the Consumer Product Safety Act, Part 1303. B. All zinc dust pigment contained in any zinc -rich material shall meet the requirements of ASTM D 520 Type III as regards zinc content and purity. C. All materials for the interior wetted portion of the tank shall meet the requirements of ANSI/NSF Standard 61 for potable water contact. D. All catalyzed Fluoropolymer urethanes must meet the requirements of AWWA OCS-4, in accordance with AAMA 2604. 099713-4 Neel -Schaffer, Inc. O: Uabsll /190- FleelntoodlDesignlSpecifcationslCoating Specifications 0997 /3.docr E. Obtain all materials from the same manufacturer unless otherwise approved. Obtain materials only from manufacturers who will: first, provide the services of a qualified manufacturer's representative at the project site at the commencement of work to advise on materials, installation, and finishing techniques; and second, certify long term compatibility of all coatings with all substrates, both new and existing. 2.03 MATERIAL PREPARATION A. Do not use materials beyond manufacturer's recommended shelf life. B. Mix and thin materials according to manufacturer's latest printed instructions. C. Do not use mixed materials beyond manufacturer's recommended pot life. 2.04 TANK INTERIOR COATING SYSTEM A. Surface Preparation Prior to Abrasive Blast Cleaning: Weld flux and spatter shall be removed by power tool cleaning. Sharp projections shall be ground to a smooth contour. All welds shall be ground to a smooth contour as per NACE Standard RP0178 and herein. B. Surface Preparation: SSPC-SP10 Near -White Metal Blast Cleaning. Anchor profile shall be 2.0 to 2.5 mils as per ASTM D 4417, Method C or NACE Standard RP0287. C. Coating System: 1st Coat: Stripe Coat: 2nd Coat: Tnemec Series 91-H20 Hydro -Zinc 2000 applied at 2.5 to 3.5 dry mils or Sherwin Williams Corothane 1 Galvapac 2K Zinc Primer applied at 3.0 to 4.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-2 or 41-3 Thinner. Tnemec Series N140-1255 Beige Pota-Pox applied at 2.0 to 3.0 dry mils or Sherwin Williams Macropoxy 646 PW Mill White applied at 3.0 to 4.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-4 or 41-60 Thinner. Tnemec Series 141-WHO3 Off -White Epoxoline applied at 12.0 to 14.0 dry mils or Sherwin Williams Macropoxy 646 PW Light Blue applied at 5.0 to 6.0 dry mils with a top coat of Sherwin Williams Macropoxy 646 PW Mill White applied at 5.0 to 6.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-4 Thinner. Total dry film thickness shall be a minimum of 16.5 mils for Tnemec (15.0 mils for Sherwin Williams) per SSPC-PA 2 dry film inspection standards, with exception as noted in this specification. For cold weather applications, Series 44-710 Urethane Accelerator may be added to Series 91-H20 and N140 at the rate specified on the Series 44-710 product data sheet. 2.05 TANK EXTERIOR COATING SYSTEM A. Surface Preparation Prior to Abrasive Blast Cleaning: Weld flux and spatter shall be removed by power tool cleaning. Sharp projections shall be ground to a smooth contour. All welds shall be ground to a smooth contour as per NACE Standard RP0178 and herein. B. Surface Preparation: SSPC-SP6 Commercial Blast Cleaning. Anchor profile shall be 1.5 to 2.0 mils as per ASTM D 4417, Method C or NACE Standard RP0287. 099713-5 Neel -Schafer, Inc. O:Vobs111190 - Fleehsnod/Design0SpecificationslCoating Specifications 09 97 /3.docx C. Coatin2 System: 1st Coat: 2nd Coat: 3rd Coat: Tnemec Series 90-97 Tneme-Zinc applied at 2.5 to 3.5 dry mils or Sherwin Williams Corothane 1 Galvapac 2K Zinc Primer applied at 3.0 to 4.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-2 or 41-3 Thinner. Tnemec Series 73 Endura-Shield applied at 3.0 to 4.0 dry mils or Sherwin Williams Acrolon 218 HS Polyurethane applied at 4.0 to 6.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-42 or 41-48 Thinner for spray, 41-39 or 41-63 for brush or roller (two coats may be required if applied by roller). Tnemec Series 700 HydroFlon applied at 2.0 to 3.0 dry mils or Sherwin Williams FluoroKem Fluoropolymer Urethane applied at 2.0 to 3.0 dry mils. Thin Tnemec paint only with approved thinner, Tnemec 41-63 Thinner. Total dry film thickness shall be a minimum of 9.5 mils for Tnemec (11.5 mils for Sherwin Williams) per SSPC-PA 2 dry film inspection standards, with exception as noted in this specification. For cold weather applications, Series 44-710 Urethane Accelerator may be added to Series 90-97, 73 and 700 at the rate specified on the Series 44-710 product data sheet. PART 3 - EXECUTION 3.01 GENERAL. A. All surface preparation, coating and painting shall conform to applicable standards of the Steel Structures Painting Council, NACE International and the manufacturer's printed instructions. Materials applied to the surface prior to the approval of the Engineer shall be removed and re -applied to the satisfaction of the Engineer at the expense of the Contractor. B. All work shall be performed by skilled craftsmen qualified to perform the required work in a manner comparable with the best standards of practice. Continuity of personnel shall be coordinated with the Engineer. C. The Contractor shall provide a supervisor at the work site during cleaning and application operations. The supervisor shall have the authority to sign and change orders, coordinate work and make decisions pertaining to the fulfillment of the contract. D. Dust, dirt, oil, grease or any foreign matter that will affect the adhesion or durability of the coating or paint must be removed by washing with clean rags dipped in an approved cleaning solvent and wiped dry with clean rags. E. Coating and painting systems include surface preparation, prime coating and finish coatings. Unless otherwise approved in writing by the Engineer, prime coating shall be field applied. Where prime coatings are shop applied, the Contractor shall instruct suppliers to provide the prime coat in conformance with sections 2.04 and 2.05 of this specification. Any off -site work which does not conform to this specification is subjected to damage during transportation, construction or installation shall be thoroughly cleaned and touched -up in the field as directed by the Engineer. The Contractor shall use repair procedures which insure the complete protection of all adjacent primer. The specified repair method and equipment may include wire brushing, hand or power tool cleaning, or dry air blast cleaning. In order to prevent injury to surrounding painted surfaces, blast cleaning may require use of lower air pressure, smaller nozzle and/or abrasive blast particles, or shorter blast nozzle distances from 099713-6 Neel -Schaffer, Inc. O:VobsU 1 /90 - FleenroodlDesignlSpecificalionslCoaling Specifications 09 97 13.docx surface shielding and masking. If damage is too extensive or uneconomical to touch-up, the entire item shall be blasted and then coated or painted as directed by the Engineer. F. The Contractor's coating and painting equipment shall be designed for application of materials specified and shall be maintained in first class working condition. Compressors shall have suitable traps and filters to remove water and oils from the air. Contractor's equipment shall be subject to approval of the Engineer. G. Application of the first coat shall follow immediately after surface preparation and cleaning and stripe coat, if applicable, before rust bloom occurs or the same day, whichever is less. Any cleaned areas not receiving first coat within this period shall be re -cleaned prior to application of first coat. Use of dehumidification equipment shall be first reviewed by the Engineer and coatings manufacturer prior to deviating from this provision. H. Prior to assembly, all surfaces made inaccessible after assembly shall be prepared as specified herein and shall receive the coating or paint system specified. 3.02 SURFACE PREPARATION A. The latest revision of the following surface preparation specifications of the Steel Structures Painting Council (SSPC) shall form a part of this specification. The summaries listed below are for informational purposes; consult the actual SSPC specification for full detail. 1. Solvent Cleaning (SSPC-SPfl: Removal of oil, grease, soil and other contaminants by use of solvents, emulsions, cleaning compounds, steam cleaning or similar materials and methods which involve a solvent or cleaning action. 2. Hand Tool Cleaning (SSPC-SP2): Removal of loose rust, loose mil scale and other detrimental foreign matter to a degree specified by hand chipping, scraping, sanding and wire brushing. 3. Power Tool Cleaning (SSPC-SP3): Removal of loose rust, loose mil scale and other detrimental foreign matter by power wire brushing, power impact tools or power sanders. 4. White Metal Blast Cleaning (SSPC-SP5/NACE No. 1): Air blast cleaning to a gray -white uniform metallic color until each element of surface area is free of all visible residues. 5. Commercial Blast Cleaning (SSPC-SP6 NACE No. 3): Air blast cleaning until at least two- thirds of each element of surface area is free of all visible residues. 6. Brush -Off Blast Cleaning (SSPC-SP7 NACE No. 4): Air blast cleaning to remove loose rust, loose mil scale and other detrimental foreign matter to a degree specified. 7. Near -White Metal Blast Cleaning (SSPC-SP10 NACE No. 2): Air blast cleaning until at least 95% of each element of surface area is free of all visible residues. 8. Power Tool Cleaning to Bare Metal (SSPC-SP11): Differs from SSPC-SP3 in that it requires more thorough cleaning and a surface profile not less than 1 mil. B. Slag, weld metal accumulation and spatters not removed by the Fabricator, Erector or Installer shall be removed by chipping and/or grinding. All sharp edges shall be penned, ground or otherwise blunted as required by the Engineer. All grinding and finishing of welds, edges, etc. shall be performed prior to solvent cleaning and abrasive blasting. Welds shall be prepared as per NACE Standard RP0178 for all interior and exterior surfaces: 1. Butt Welds: Shall be ground smooth and free of all defects, designation "D". 2. Lan Welds: Shall be ground smooth and blended, designation "D". 3. Fillet Welded Tee Joint: Shall be ground smooth and blended, designation "D". C. Field blast cleaning for all surfaces shall be by dry method unless otherwise directed. Blast nozzles shall be venturi-type nozzles with a minimum pressure at the nozzle of 90 psi. 099713-7 Neel -Schaffer, Inc. O: Uobs111190 - Fleet NnodI DesignLSpecificationsl Conting Specifications 09 97 13.docx D. Particle size of abrasives used in blast cleaning shall be that which will produce a 1.5 - 2.5 mil (37.5 microns - 65.0 microns) surface profile or in accordance with recommendations of the manufacturer of the specified coating or paint system to be applied. If the profile of the blasted steel exceeds the profile specified above, the Contractor shall be required to do one or both of the following: 1. Re -blast the surface using a finer aggregate in order to produce the required profile. 2. Apply a thicker prime coat, if possible given the limitations of the products being applied, in order to adequately cover the blast profile. E. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants that would interfere with adhesion of coating or paint and shall not be reused unless specifically approved in writing by the Engineer. F. During blast cleaning operations, caution shall be exercised to insure that existing coatings or paint are not exposed to abrasion from blast cleaning. G. The Contractor shall keep the area of his work and the surrounding environment in a clean condition. He shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the accomplishment of the work, the operation of the existing facilities or to the surrounding environment. H. Blast cleaned surfaces shall be cleaned prior to application of specified coatings or paint. All surfaces shall be free of dust, dirt, and other residue resulting from the abrasive blasting operation. No coatings or paint shall be applied over damp or moist surfaces. I. All welds shall be neutralized with a suitable chemical compatible with the specified coating or paint. J. Tnemec Surfacing Epoxy Series 215, or approved equal, shall be used to seal minor voids and pitted areas (nonstructural) on the tank interior and exterior. Major voids or pitted areas (structural) shall be filled by welding. Epoxy filler shall be feathered smooth and applied after the prime and stripe coats, and prior to the application of the intermediate and finish coats. No protrusions or spatter will be allowed. Pits deeper than 1/8" shall be filled by welding. K. All joints/gaps/seams shall be sealed after coating with Sikaflex-la Sealant, or approved equal. This includes the roof plate/rafter interface and the concrete foundation/steel tank wall/floor interface. Interior caulk must have ANSI/NSF Std. 61 approval for direct contact with potable water. L. The steel/concrete interface at the foundation shall also be sealed with Sikaflex-la Sealant, or approved equal. The existing sealant shall be removed in its entirety. A backer rod may be used for the exterior joint if the gap is too large to fill with sealant alone. M. Specific Surface Preparation: Surface preparation for the specific system shall be as noted in Sections 2.04 and 2.05. N. Disposal of Used Blasting Abrasives, Existing Tank Coatings and Related Debris: The Contractor is responsible for the disposal of all material generated by his operations. Test reports on existing paint scrapings are contained in the Appendix. This shall not be paid separately, but be absorbed in the two pay items for coatings. 099713-8 Neel -Schaffer, Inc. O: Vobsll I l90 - FleeinoodiDesignISpecificationsICoating Specifications 09 97 13.docx 3.03 APPLICATION, GENERAL A. Coating and paint application shall conform to the requirements of the Steel Structure Painting Council Paint Application Specification SSPC-PA1, latest revision, for "Shop, Field and Maintenance Painting". B. Thinning shall be permitted only as recommended by the manufacturer and approved by the Engineer, and utilizing the thinners stated in Sections 2.04 and 2.05. C. Each application of coating or paint shall be applied evenly, free of brush marks, sags, runs, with no evidence of poor workmanship. Care shall be exercised to avoid lapping on glass or hardware. Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free from defects or blemishes. D. Protective coverings or drop cloths shall be used to protect floors, fixtures and equipment. Care shall be exercised to prevent coatings or paints from being spattered onto surfaces which are not to be coated or painted. Report to the Engineer surfaces from which materials cannot be satisfactorily removed. E. When two coats of coating or paint are specified, where possible, the first coat shall contain sufficient approved color additive to act as an indicator of coverage or the two coats must be of contrasting color. F. Film thickness per coat as specified in Sections 2.04 and 2.05 are the minimum required. If roller application is deemed necessary, the Contractor shall apply additional coats as to achieve the specified thickness. G. All material shall be as specified. 3.04 COATING SYSTEMS APPLICATION A. After completion of surface preparation as specified for the specific system, materials shall be applied as noted in Sections 2.04 and 2.05. B. Care shall be taken so as to eliminate overspray and dry spray on the tank interior. Where such conditions are encountered, the surface shall be cleaned of all over spray and dry spray prior to the application of the succeeding coat. 3.05 DISINFECTION The tank structure shall be disinfected at the time of testing in accordance with AWWA Standard C652 "Disinfection of Water Storage Facilities" using chlorination method number two. Disinfection shall be performed by a competent water treatment Contractor. A. Disinfection of interior surfaces shall be performed in the presence of the Engineer in accordance with all the requirements of applicable AWWA Standards (including C652) and regulatory agencies. B. Disinfection shall be performed after protective coatings have been applied to the interior surfaces and allowed to thoroughly cure. At least seven days are required for curing. C. Prior to disinfecting, the complete interior shall be washed down with clean water and thoroughly flushed out. 099713-9 Neel -Schaffer, Inc. O:1Jobs111 /90 - FleetnoodIDesignISpecificationsICoating Specifications 09 97 I3.docx Construction Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 THF CITY OF FORT WORTH, Tb'4XAS WAT D KPARTIVIF,N T FLEETWOOD GROUND STORAGE TANK REHABILITATION PROJECT PROJECT NO. 01953 BETSY PRICE MAYOR TOM HIGGINS CITY MANAGER FERNANDO COSTA ASSISTANT CITY MANAGER SHEET INDEX COVER 1 GENERAL NOTES 2 SITE PLAN 3 GRADING PLAN 4 LADDER DETAIL 5 PIPING DETAIL 44 N.T.S. aoa j Ceo' nt.e Sutiq, A. • ` 9 c:?,. hoe eHap b 8 E MN Cnrpmdan," •: Oak edge hAe_. Sow.elyn Rd, a Frye Rd 446.040 VICINITY MAP !IL NEEL-SCHAFFER ._ Solutions you can build upon F-2697 512 Main Street. Suite 415 Fort Worth, Texas 76102 (817) B70.2422 5 .5 PROJECT LOCATION cnnent=-,_ 1.I .amnm St I'I WNrxSt I i.Mts 5 FryeRd arorGut ct SFPThMBI-R 2012 FORT WORTH 11"Is"1/%11011reel' WATER DEPARTMENT APPROVD,FFOOBIDDING BY: r NiijA) �(1)4l )1 S. Frank Crumb, P.E., Director, Water Deportment Date Charly AngodicI eril, Assistant Director, Woter Department i Andrew T. Cronberg, P.E., Assistant Direc 2 JAMES P. AMICK 1014 1rcrer2 lbkiIZ_ ter Deportment \bote 'I 't 43, 65295 a4atn aoe z FLEETWOOD GROUND STORAGE TANK REHABILITATION PROJECT to z w 2 w 0 1-- a_ 0� W 0i. lL u_a. OW tc- U� GENERAL NOTES L THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDER- GROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETER- MINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 2, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 3 THE CONTRACTOR SHALL REFER TO THE LATEST PUBLICATION OF THE TCEO EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP'S) AND PROVIDE EROSION CONTROLS IN ACCORDANCE WITH THESE BMP'S FOR THE DURATION ON THE PROJECT. ADEOUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION. THESE RESTORED AREAS SHALL BE CONSIDERED SUBSIDIARY TO THE BASE BID (NO SEPARATE PAY), 4. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL. SIDE SLOPES. FENCES. CULVERT PIPES. DRAINAGE DITCHES. DRIVEWAYS. PRIVATE YARDS AND ROADWAYS. RESTORATION WILL IN- CLUDE HYDROMULCHING ALL DISTURBED AREAS WITH LIKE GRASS. 5. ALL REPAIRS AND APPERTENANCES SHALL BE CONSTRUCTED BY WELDING. 6. THE TANK LADDER SHALL BE FABRICATED OF STEEL AND SECURED TO THE TANK SIDE BY WELDED STEEL BRACKETS. THE LADDER WHEN INSTALLED, SHALL CLIP INTO HANGER BRACKETS, THEN BE WELDED TO THE BRACKETS. THE LADDER AND BRACKETS SHALL BE COATED AS PER THE COATING SPECIFICATIONS, 7. ALL PIPES PASSING THROUGH THE TANK SHALL BE WELDED WITH A STEEL STIFFENER PLATE. 8. THE CONTRACTOR SHALL REPAIR ALL IRRIGATION SYSTEMS THAT ARE DISTURBED. 9. THE CONTRACTOR SHALL KEEP RECORDS FOR AS -BUILT DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR FOLLOWING CONSTRUCTION. 10. PARKING AND STAGING AREAS FOR THE CONTRACTOR'S USE HAVE BEEN SHOWN ON THE SITE PLAN. GENERAL NOTES 15201 FAA Boulevard AREA 3, SECTION 9 CENTREPORT BLOCK 313B AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS _ W CLERK'S FILE NO. D187037941, DRTCT C) ORTWORTH CITY OF FORT WORTH, TEXAS U) WATER DEPARTMENT Q 0 0 0 =0 FLEETWOOD GROUND STORAGE TANK REHABILITATION PROJECT PROJECT No. 01953 IIL.HEEL' SCHAFFER 512 Main Street, Suite 415 0 Fort Worth, TX 76102 CD = Solutions you can build upon (817) 870-2422 TEXAS REG. No. F-2697 W DRAWN SE CHECKED:JPA _( . L. DESIGNED: � SNTS CALE DATEON511190 000 1 L 1 PROIECT No SHEET J CENTREPORT BLOCK 313C AREA 3, SECTION 4 0187015912 FSC DALLAS, LLC 0208369464 24'W 5/8' IRE 15ENC0/ 24'W CONCRETE PAVING SOUTHWEST AIRMOTIVE BLOCK 1, LOT 1 D 187015912 GE ENG/NE SERVICE - DALLAS, LP PP ELLCTRK' RICERD ICIINN UNrt� FENCE,,,,,DDIE OOE�U CC8'C/INN UNK FENCE V --It)--It) — 5,59 ' 59 5'ASII AS Od 5 f ASH TRIPE[ 4 (00 TWIN B.CEDAR T9(S1YIRE ASII C ASH z ASH 9E 2/{/4'OAS (\ OM S89° 49'37"E DHE mNIE c OME „U 30'LONE STAR GAS CO. EASEMENT, 0180509726 DRTCT r' 5'IIMR{yR 2P RCP C PECAN If uE50URC PEC SOAS ELY p ASH TRIP TEEM 9 u(Sa1R 9i0PETr0Al 4040 5'ASH Cu 9rrrE 'CEDAR pASH 09C 0 /4'VE5WRE PONY TWIN COAT ORS LOT 1 MES09RE TRIPLE PAS,/ 6' AS1 O a 'CRAW UNA PEACE It ZOM IZ OMa \ ,♦ AMENITY EASEMENT TWIN Plus D189180117 DRTCT /zoAr .,/ , o8S�-CONCRETE RETAINING WALL WITH—CENTREPORT SIGN /9OAC — Wt0 PEAR TWIN C HACKBERR/ 0 TRIPLE 9 0 9 Z ASH 190A, 9 OAS SO 9El I 5'ELU 'PERSIMUON 4.PERSL 0 PEAR IC BRADFORD PEAR 0 C PERSIL, A /0ITMi9(. RI PO NT LAWN UV FENCE OHE 9C11NN LINK FENCE i YY / 20. ELM OH OAK lRF OH4iT-� BURIEDGAS SIGN CHESAPEAKE EXPLORATION, LLC D207307520 2f RCP L-486z0 — 470' 9E 9 SEG�R1 P 'y,jREP �t3 8.�G5 PREs, 19k1,P 5.5 MG GROUND STORAGE TANK ER VAULT WATER VAULT t :1VATER VALVE Na° NUR.487.96 INT(NMA r'`I ELE[TIM METER TR4VSFERMER SSCO 15201 FAA BLVD EtECr9lc 185 ONE STORY BRICK VENEER E WITH CONCRETE SLAB 77, FINISHED FLOOR • 489E1 I 8YL/AO ORKA NE WATER MAYPOLE TOP AN• 48816 WATER MANHOLE TOP PVT. 488. L CNr STAGING AREA 00 I40AV 18 049 4 CRAPE f0'I/NO RG SCRAPE 4TRTLE 'X' IN CONCRETE -00005-E'-na E it,d, �fi0U10 ELCCTI�IC EMENS, 01853Q6066 DRILL ATER (_®_ E E _ _IITELE 8116 _ 10' ANR.,�.99VOID-TM' b°uMv $1;N RE HYDRA', CONCRETE PN/INO WATER Ulf WATER 4,,,/LT 9CHNN U�( FENCE 54 5'CR/PE MYRTLE 24'N ifp_so 15.0- par 90 OO f/O TAD ° NO- TAD UO-ifD N89° 42'47"W 20.76' N88° 10'30"W CONCRETE Pauli FQQ BOULEVARD CENTREPORT BLOCK 306, LOT 2 D187020571 FLEET BUSINESS, INC. D209090596 447.06' CRN'E IN A Z /RF C/Rl INLET FLOOR ELEVATI0.4-85.49 FL 2f RCP . 03.49 15'SAN/TARY SEWER EASEMENT 0184046630 DRTCT CENTREPORT BLOCK 306, LOT 3 0187020571 VRG PROPERTIES CO. 0210106509 N00° 8.36' CT/ WT ,r� PEACE 45'481 W -\LOT 3 1 1 w s 11 0 h r n STORM ORNN MAN'NOLE n ei t0 r4) VALLEY VIEW BUSINESS CENTER BLOCK A, LOT 1 0199214056 SOO° 32'25"W KTR TX LLLC 0211292727 PRONE MILT FIE SRN I/O'IRF 1HALFFI CURVE C1 C2 SCALE 1" • 30' 0 15 30 1 60 PROPERTY LINE CURVE DATA DELTA 63' 28'22 10° 59'14" RADIUS 27.50' 173.50' CURVE TABLE TANGENT LENGTH 17.01' 30.47' 16.69' 33.27' SURVEY NOTES CB S32° 16'36"W SO4* 57'12"E CL 28.93' 33.22' Vertical Datum. City of Fort Worth Benchmark "FW 8638" locoted on curb inlet on the north side of FAA Boulevard, south of property. N-6987281.5240 E-2418650.4390 Elevation-488.7960 Horizontal Datum: Texas Coordinate System of 1983, North Central Zone. All corners monumented with 5/8" Iron Rods, capped "5894" unless otherwise noted. This property lines in Zone X, defined as areas determined to be outside the 0.27. annual chance floodplain according to FIRM Mop No. 48439CO235K. SITE PLAN 15201 FAA Boulevard AREA 3, SECTION 9 CENTREPORT BLOCK 313B AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CLERK'S FILE N0. D187037941, DRTCT ORT WORT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT FLEETWOOD GROUND STORAGE TANK REHABILITATION PROJECT PROJECT No. 01953 YIP NEEI_SCHAFFER 512 Main Skeel, Sulte 415 0 Fort Worth. TX 76102 , = Solutions you can build upon (817) 870-2422 W DESIGNED; JPA DRAWN:SURVEY CHECKED: JPA TEXAS REG. No. F-2697 SCALE DATE I NSI PROJECT No. I SHEET11.1 J SEP LL 212 1" - 30' 012 915.11190.000 2 PP EurcrRIC RISER 5/8' IRF (SEMCO) STORM DRAIN MANHOLE FL 18'RCP-49� 2 FL 24° RCP•49559 CONCRETE PAVING P�\ LP 9" 1RLF0 HNN LINK FENCE OH d'CIfAN LINK FENCC \ I oa 4E flELECrRIC aAS 4-NL 1:151-1 \ \ VIP I4 C 0I 0 14SH Ir ASH TRIP L1 4' ELIA ),WIN 8' CA AR 7' fiESOUITE I° 5'ELM) 4' Ell/ /4' 0 0 4 • II I — \\ 14' I 0 124' OAK I` 'MIN 9'0• /4' AK n N 8' OAK AK '//N 14' OAK 0 O 5' ASH TWI OHE 0^E U 5'IHACKBERR 5� 7 WI T lEL I�[I t ELM ELM 8' ASH /2' 75 4/ I If(' OAK 7' OAK I 1 18'0 0 • 16' OAK 22' 0 1,=11=11 11= = IP .. 11.4 II?d1=11=11=11=11=11 .. 4 .AK "=I1a11=11=11=11=11=I1=11=11=1_I=1 0 8' X5H-- 6' OAK 4' H ti� � 7 WIOSP7" OAK ��1'0 6'CED•'•'B ELM 9' ELM J I �} TRIPLE 24' R P CHAIN UNK FENCE OHE OHE __-0/4E 0 E OHE u — i /. 8' CHAIN UNK FENCE I 1 /16'OAK l4 IE50U/TE 9'R OA 5. 6' PECAN ECA 5 (411/4* 4.0 7'.AK _��,�, 6' AS 7• 8' MES. UUE �v } \ 12'I.7ESOU 7' MESOUI\E 7' EU 10' AS 5' CEO 4' OAK 28' 0 20' 0 ELM 16E TYPICAL DITCf CROSS SECTION TWA! 6' 4.0' 18`DR7T7FORD "PEAR 'X' IN CONCRETE WATER V•ILVE TOP NUT. 496.99 - // '/I/ n'lN 4' OAK 7214' CHINABERRY N 0' ASH LOT 1 MESOULT 3'\ TRIPLE MESOUITE/ /2' ASH 18' OAK 8' OAK /2'pAK 10' E OAK 6' OAKK/. OA 0 18' OAK TRIPLE 9' OAK I 16' OAK 6'E Af ewe 17* 7' LOC j \ 5' OAK 7'ASH 0/2 5' OAK ELM 9' ELM 5' ELM 9' ELA 2 la oAK� vi / - — 14' OAK Q, O V\ 12'OAK rt::l 24' RCP FL • 48620 PP7 // CL PROPOSED D/TC PRC STA O46.60 N'69876/27600 E•24185786374 ELEV-48694 IRF BEGIIrCL,PROP0SED DITCH STA N•6987652583J� 8'8' OAK � o � OAK E' TWIN 6' ELM PROPOSED CL DJ''CH 9 Eli PC STA 0/1657 N15987638636/ E•2418619E581 ELEV-4RR62 9 -Os" SEOOR 5, REP \5v G-c PRE Gg&O19k PR J 0181 0 GROUND STORAGE TANK EXISTING TANK RING ELEVATION = 489.00 CL PROPOSED DITCH PT STA 20711 N•69875077694 E•24185093084 ELEV-48794 CL PROPOSED DITCH PC STA 2.4450 N•69874796109 E•2418518.3679 ELEV-48818 7 •A ?/ATER VAULT IDSCAPE LIGHT WAT_`R VAU T-. WATER FAULT 5' PERSIMMONI \ hX R5/MM0N \\ 0',.„, 8' Dien 8 FENCE \ SF 0 7 0 flAK }< 'RAIN'''''.. \ \ \ \\ 'TS'NN 4 CS' AD8♦i PEAR---- �- 18'0AK .---)- —� 7 HACKBERRYJJ 1l • oFOR Aj WAT / JIATER ld \I\TOP NUT 6' PERSIMMON __DwN i rrkice ATS� — (— -_ 24 - 24"4 Ei X c — F/0 --- F/0 -y7e17 T/0 E--•=--- -�--- E W —�- A D'ULEVANI) 8' — RY VE 487.96 4' (TAX..., Qom\ S6 b \ 4• CRAPE enRT 187-00 /r CL PROPOSED DITCH PT STA 2'6687 N•69874'6 9653 E-24/85346238 ELEY-488.37 END CL PROPOSED DITCH STA 2'8681 N•69874486336 E'24/85532500 ELEV-48850 ...''" TRIO METER ELECTRIC ENNA (' TRANSFORMER SSCO I ECTRICOX j 2, SSCO 1520/ FM BLVD ALECTRIC BOX ONE STORY BRICK VENEER E WITH CONCRETE SLAB FINISHED FLOOR = 489.6/ "s ATER MANHOLE NUT= 488.76 WAT R MANHOLE TOP N48840 LANDSC LIGHT ,/FIRE HYDRANT CONCRETE PAVING fgRAPE-MYRTLE - l: � -- F -- �._.._�ELL BOX FIRE �NYD�F ANT T 4---F//# 1/9 -Ffff NG fi0_. BENCHMARK-Fk' 8638 ELEVATION=488.,96 18' OAK l2' OAT(\ 5° CRC AIYR2IE� -E u u ---- WATER MH WATER VAULT 12' OAK /N jaisi 8'EOI V1U IIN 10' WIDE HEDGE RON CONCRETE PAVING 8' CHAIN LI8K fACE ° '�I 'R 12' OAK 14' OAK 12 OAK 61 ti I/2' I \ \ o ( /I' q'YPRE C 9' CRAPE MYRLI \ ILLI - ' _ E5E'crRlf' BOX' 7' CRAPE MYRT-tE L -QTTE Q ( / / 'NOG VYIk FtNC,E uucr v � '1T' 1 LOT 3 1 1 1 1 z 1 11 �1 1 CONCI,E 1PAVIr; \ Ir 1 1 1 1 • .1 //2' IRF' C2 I/2'RF PK jtA/L c? 11 1 LO PAVING 11 11 ■ / Au CURB IINET FLOOR ELEV AT ION-783.49 EPt 'ONE PILL PHONE MAN110 CURVE i C2 CURVE C3 C4 11\ SCALE 1' - 20' 0 10 20 40 PROPERTY LINE CURVE DATA DELTA CURVE TABLE RADIUS TANGENT LENGTH CB CL DITCH CENTER LINE CURVE DATA DELTA RADIUS 28.00' CURVE TABLE TANGENT' LENGTH 90.08' 140.31' 13.63' 25.37' CB CL 48.50' 125.93' 24.51' CONSTRUCTION NOTES Ver tical Datum: City of Fort Worth Benchmark "FW 8638" located on curb inlet on the north side of FM Boulevard, south of property. AN ADDITION GRADING PLAN 15201 FAA Boulevard AREA 3, SECTION 9 CENTREPORT BLOCK 313B TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CLERK'S FILE NO. D187037941, DRTCT ORT WORT a. 0 CITY OF FORT WORTH, TEXAS (f) WATER DEPARTMENT a FLEETWOOD GROUND STORAGE TANK 0 REHABILITATION PROJECT PROJECT No. 01953 a Fort Worth, TX 76102 Solutions you can build upon (8171 870-2422 MIN TEXAS REG. No. F-2697 UJ DESIGNED: JPA SCALE DATE NSI PROJECT No. .11111111 ZEE -a w-1" EXTERIOR r -� INTERIOR ROOF MANWAY7 r-1l INTERIOR LADDER SAFETY DEVICE ENDS FLUSH WITH TOP OF LADDER INTERIOR LADDER ENDS INSIDE OF ROOF HATCH 1"FROM TOP-1"FROM FACE ° .'-- INTERNAL LADDER 10 /2" T i'2" 1_.-SHOP WELD TO LADDER FIELD WELD TO CLIP PL FIELD WELD TO CLIP PL TYP.INTERIOR CLIP PL LADDER DETAIL N.T.S. FURNISH ONE INTERIOR LADDER SAFETY DEVICE SAF-T-GRIP SLEEVE SAF-T-CLIMB COMFORT FIT HARNESS OTHER REOUIRED SAF-T-CLIMB ACCESSORIES SAF-T-NOTCH CARRIER RAIL AND ASSOCIATED HARDWARE LADDER NOTES 1. REMOVE EXISTING LADDER, SUPPORTS AND BRACKETS. 2. GRIND ALL EXISTING CONNECTIONS FLUSH WITH TANK SHELL PER COATING SPECIFICATIONS. 3. PROPOSED LADDER SHALL COMPLY WITH ALL 0.S.H.A. REQUIREMENTS. 4. LADDER SHALL BE COATED AS PER COATING SPECIFICATIONS, 5. LADDER SAFETY DEVICE SHALL BE A "SAF-T-CLIMB" LADDER FALL PREVENTION SYSTEM BY NORTH SAFETY PRODUCTS. LADDER DETAIL 15201 FAA Boulevard AREA 3, SECTION 9 CENTREPORT BLOCK 313B AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CLERK'S FILE NO. 13187037941, DRTCT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT FLEETWOOD GROUND STORAGE TANK REHABILITATION PROJECT PROJECT No. 01953 III_ NEEL—SCHAFFER = Solutions you can build upon (817) 870-2422 TEXAS REG. No. F-2697 'DESIGNED: JPA DRAWN: CHECKED: JPA 512 Maln Street, Suite 415 Fort Worth, TX 76102 SCALE DATE NSI PROJECTNo. SHEET SEP NTS 2012 NS.11190.000 4 U 0 cc a. Z 0 _J ca W W 0 Z 0 0 0 0 LL KNUCKLE OVERFLOW PIPING NOTES 1. THE CONTRACTOR SHALL MODIFY THE EXISTING OVERFLOW PIPE THAT GRAINS THROUGH THE TANK BOTTOM TO AN UNDERGROUND STORM DRAIN BY REROUTING THE PIPE THROUGH THE TANK SHELL TO DISCHARGE INTO AN INLET WITH AN AIR GAP. 2. INTERNAL PIPE SHALL RECIEVE SAME COATINGS AS TANK INTERIOR. 3. EXTERIOR PIPE SHALL RECIEVE SAME COATINGS AS TANK EXTERIOR. 4. STIFFENER PLATE SHALL BE WELDED TO SHELL. 5. OVERFLOW PIPE THROUGH SHELL SHALL BE WELDED TO INSIDE TANK WALL AND OUTSIDE STIFFENER PLATE. 6. FLAPPER SHALL OPEN FACING AWAY FROM TANK AND HAVE SUFFICIENT CLEARANCE ABOVE INLET TO OPEN FULLY. 7. INSIDE OF PROPOSED PIPING (4. AREAS OF EXISTING PIPING DAMAGED BY WELDING) SHALL BE COATED WITH COLD TAR. EXISTING SUPPORT BRACKETS OVERFLOW WEIR EXISTING 24" DIA. OVERFLOW PIPING TO REMAIN PROPOSED 24" DIA. STEEL PIPE PROPOSED 24" DIA. STEEL 90' BEND PROPOSED 4'x4' GRATE INLET ON EXISTING 24" RCP I Re \\x', 3w�11 CONNECT TO EXISTING 24" RCP EXISTING 24" RCP NEW 4'X4' INLET AS NEEDED, APPROXIMATELY WELD WITH STIFFENER PLATE FOR PIPE EXIT THROUGH WALL 24" DIA. STEEL 90' BEND. USE BOTTOM PEDESTAL SUPPORT UNDER 90' BEND IF REQUIRED. EXISTING 24" OVERFLOW PIPING TO BE CUT TO EXISTING FLANGE INSTALL PLUG AND FILL WITH FLOWABLE FILL SEE DETAIL L_ OVERFLOW PIPE N.T.S. *NOTE: PIPING CONFIGURATION SHOWN IS APPROXIMATE BASED ON RECORD DOCUMENTS. ACTUAL CONFIGURATION MAY VARY. CONTRACTOR MAY BE REQUIRED TO MAKE MINOR ADJUSTMENTS. (NO SEPARATE PAY) NEW 4'X4'INLET OVERFLOW PIPING AT TANK WALL DETAIL PLAN VIEW N.T.S. EXISTING SHELL - OVERFLOW WELD WELDED STEEL PLATE STIFFENER AS REQUIRED 8Y AWWA D100 FLANGE JOINT 24" 90' BEND FLAPPER VALVE 4'1(4' INLET W/GRATING EAST JORDAN IRON WORKS V-5648Ns (SEE DETAIL) EXISTING 24" PIPE 1 RING GROUT CONNECTION TO EXISTING 24' PIPE BENCHING REMOVE APPROX. SIX FEET OF' EXISTING RCP/STEEL PIPE OVERFLOW PIPING AT TANK WALL DETAIL PROFILE VIEW N.T.S. HANSON PRECAST 4'x4' GRATE INLET WITH EAST JORDAN IRON WORKS V-5648 GRATE. OR APPROVED EOUAL a'-n" 6_ w a STANDARD THIN WALL KNOCKOUTS SURFACE GRATE INLET DETAIL CUT EXISTING OVERFLOW PIPE d WELD FLANGE 24" FLANGED 90' BEND REMOVE DASHED SECTION FLANGE JOINT INSTALL BLIND FLANGE N.T.S. PIPING DETAIL 15201 FAA Boulevard AREA 3, SECTION 9 CENTREPORT BLOCK 313B o W 0 0 z 0 1- J m Q W cc z W AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 0 CLERK'S FILE NO. D187037941, DRTCT 0 ORTWORN CITY OF FORT WORTH, TEXAS (~n a FLEETWOOD GROUND STORAGE TANK 0 REHABILITATION PROJECT PROJECT No. 01953 0 DESIGNED: JPA SCALE DRAWN: CHECKED: JPA NTS WATER DEPARTMENT 0 IIINEEL—SCHAFFER 512 Main Street, Suite 415 0 _ For! Worth. TX 76102 Inn (817) you can build upon (817) 870-2422 TEXAS REG. No. F-2697 - W W -J W DATE SEP 2012 NSI PROJECT No. N5.11190.000 SHEET 5 Preliminary Design Report CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 IC NEED—SCHAFFER + Cheatham & Associates NMI August 29, 2012 Mr. Chris Harder, P.E. Engineering Manager City of Fort Worth, Water Department 1511 11th Avenue Fort Worth, Texas 76102 Reference: Fleetwood Ground Storage Tank Rehabilitation Project Dear Chris: The enclosed Preliminary Design Report documents the existing tank condition, a laboratory analysis of exterior paint, and provides recommendations for repairs and rehabilitation. The photographs contained in the report show typical areas that are in need of repairs. The report also contains an exhibit of the survey and an opinion of probable construction cost. If you would like us to confirm the vent size, please provide the maximum inflow and outflow rates. Before completing the construction documents, we would like to request that the tank be drained so that an internal inspection can be conducted. As we move into the next phase, we request that you provide us with electronic copies of any specific documents (i.e., the front end documents) that the City would like to use for bidding and constructing this project. We also request that you provide the City's preferences (if any) as to the chosen coating system and color. If you have any questions or we may be of further service, please call me at 817/909-2807. Sincerely, NEEL-SCHAFFER, INC. James P. Amick, P.E. Engineer Manager Enclosures O:\Jobs\11190 - Fleetwood\Design\Report\Fleetwood Draft PDR Letter.docx ARLINGTON • DALLAS • FORT WORTH • HOUSTON engineers • planners • surveyors • environmental scientists • emergency management 51.2 Main Street. Suite 415 • Fort Werth. TX 76102 • phone 817-870-2422 • fax 817-870-2489 • www.neel-schaffer corn FLEETWOOD GROUND STORAGE TANK REHABILITATION PRELIMINARY DESIGN REPORT MN PREPARED FOR: FORT WORTH WATER CITY OF FORT WORTH, TEXAS 2012 By: ICI._ NEELU SCHAFFER Solutions you can build upon FLEETWOOD GROUND STORAGE TANK REHABILITATION PRELIMINARY DESIGN REPORT FORT WORTH WATER PRELIMINARY - FOR REVIEW ONLY These documents are for Design Review and not intended for Construction, Bidding, or Permit Purposes. They were prepared by, or under supervision of: James P. Amick. P.E. 65295 8/29/2012 Name PE# Date III NEEI-SCRAPPER MIMI Solutions you can build upon EXECUTIVE SUMMARY • Existing structural condition — It is generally in good condition with a few areas (interior roof, rafters and floor) in need of repairs. • Existing coating system condition — It is generally in good condition on the exterior with a few areas of corrosion (though it is at the end of its useful life). The interior has multiple areas of corrosion primarily on the roof, rafters and floor. • Laboratory analysis of exterior paint scraping — Indicates approximately 0.031% Lead. • Existing condition of tank appurtenances including hatches, vents, ladders, platforms and piping — They are generally in good condition on the exterior. The interior ladder must be replaced, and one change to overflow piping is recommended. • Compliance with OSHA safety requirements — Several OSHA Standards were reviewed. The tank appears to have several areas of noncompliance. These include the man -ways and the exterior stairs. • Compliance with TCEQ requirements — The tank appears to generally be in accordance with requirements with one exception on the overflow piping. • Recommendations for the project — Blast and recoat the entire tank both inside and out. Replace the interior ladder. Bring the stairs and platform up to standards. Remove the existing Cathodic protection system and repair penetrations. Grade around the tank to expose 6" of the grade beam and cut a swale around the tank for drainage. Trim trees adjacent to the tank. Repair interior roof, rafters and floor (and paint the pump house trim, gutters and downspouts). Reconfigure the overflow piping. • Preliminary opinion of probable construction cost — Is approximately $1,080,000 and a detailed breakdown is included in this report. • Boundary and Topographic Survey of the site — Is attached to this report • Key Design Decisions — Include recommending inclusion of project components that will speed construction like requiring dehumidification on interior work and offering the contractor a bonus for early completion. Neel -Schaffer, Inc. Fleetwood Preliminary Report 8/29/2012 O:\Jobs\11190 - Fleetwood\Design\Report\DRAFT Fleetwood Preliminary Report.docx Page 1 of 5 PRELIMINARY DESIGN REPORT The 5.5 Million Gallon Fleetwood Ground Storage Tank is located at 15201 FAA Boulevard. This is in far east Fort Worth, east of SH 360 and south of SH 183. The steel tank is approximately 45' tall and 153' in diameter. It was constructed in 1988 by Tank Builders, Inc. based on shop drawings provided. The last inspection was January 23, 2012 based on the report provided. The interior roof, rafters and floor are in need of repairs. The following photographs show typical problem areas. We recommend these areas be repaired during the project. This is typically done by spot welding to add metal or covering with a welded plate. The interior ladder needs to be replaced. It has failed as documented in the second photograph. We recommend the ladder be removed and replaced in accordance with OSHA Standard Number 1910.27 during the project. Based on the length of the ladder, a ladder safety device will be required. Photos of the roof man -way near the stairs and the vent are shown below. There is a locking gate on the stairs. The vent has a screen. Both roof man -ways should have a Confined Space Entry labels as required by OSHA Standard Number 1910.146. Neel -Schaffer, Inc. 8/29/2012 O:\Jobs\11190 - Fleetwood\Design\Report\DRAFT Fleetwood Preliminary Report.docx Page 2 of 5 Fleetwood Preliminary Report We recommend blasting and recoating the entire tank both inside and outside in accordance with AWWA Standard D102-11. We also understand that the City desires to remove the existing Cathodic protection system and repair the penetrations. Photos of the Cathodic protection system are shown below. We recommend that all trees be trimmed back so that at least 10' of clear space surrounds the tank. The photographs below show areas that need attention. The laboratory analysis by Southern Spectrographic Laboratory, Inc. of the exterior paint scrapings taken during our initial site visit indicated approximately 0.031% Lead. We recommend that when the tank is drained for the interior inspection that a laboratory analysis of interior paint scrapings be made. We also recommend that both interior and exterior paint scrapings be tested for heavy metals (not just Lead). The tank should be cleaned after draining to estimate the areas for repair. Other recommendations may follow the interior inspection. Based on the available shop drawings, the rails on the exterior stairs and platform of the tank appear to differ from OSHA Standard Number 1910.23 in three ways. The first is by having the top of the handrail 34 3/" above the tread instead of a maximum of 34" (with a minimum of 30"). This applies to the stairs only; the platform is ok at 42" except as noted below. The second is by having the handrail being 1 %" in Neel -Schaffer, Inc. Fleetwood Preliminary Report 8/29/2012 O:\lobs\11190 - Fleetwood\Design\Report\DRAFT Fleetwood Preliminary Report.docx Page 3 of 5 diameter instead of 1 %'. This applies to both the stairs and platform. The third is by having the posts and intermediate rails made from %" steel instead of 3/8" steel. This also applies to both. Photographs of the stairs and platform appear below. We recommend that these items be addressed in the project. Based on the available shop drawings, it appears that the tank overflow discharges into an underground storm drain system without an air gap. According to TCEQ Chapter 290.43.c.3, Overflows...shall be above ground surface: and shall not be subject to submergence. We recommend that this be addressed in the project. Grading per AWWA Standard D100-11, Section 12.6, the top of the foundation shall be a minimum of 6" above finished grade. We suggest grading around the tank to expose 6" of the grade beam and cutting a swale around the tank for drainage. Photographs appear below. We recommend that this be addressed in the project. The liquid level indicator (gauge in photograph below) reads in psi. It should be replaced with one that reads in feet according to TCEQ Chapter 290.43.c.4 unless another liquid level indicator is on site. That shell man -way shown below (and the other one) should have Confined Space Entry labels.; The pump house trim, gutters and downspouts should be painted as shown in the other photo below. Neel -Schaffer, Inc. 8/29/2012 O:\Jobs\11190 - Fleetwood\Design\Report\DRAFT Fleetwood Preliminary Report.docx Page 4 of 5 Fleetwood Preliminary Report Key design decisions — We recommend allowing dehumidification on the interior work to speed construction. This would be a subsidiary item and at the contractor's option. Based on the size of this project it would be beneficial in order to meet the scheduled completion of May 15, 2013. We also recommend pre -bidding an early completion bonus (by the day) at a rate of $1,000; subject to a maximum of 25 days. Our opinion of probable construction cost is approximately $1,080,000. The detailed opinion is attached to this report. A boundary and topographic survey has been completed for the site. A copy of the survey is also attached to this report. Neel -Schaffer, Inc. Fleetwood Preliminary Report 8/29/2012 O:\lobs\11190 - Fleetwood\Design\Report\DRAFT Fleetwood Preliminary Report.docx Page 5 of 5 City of Fort Worth Fleetwood Ground Storage Tank Rehabilitation Project Engineer's Opinion of Probable Construction Cost Conceptual Phase Pay Item. Description of Items Construction Costs 1 Tree Trimming and Debris Disposal 2 Excavation and Haul Off 3 Remove and Replace Stairs and Platform Posts, Top Rails and Intermediate Rails 4 Metal Repair for Corrosion or Pitted Areas as Required to Meet NACE Standards 5 Remove and Replace Ladder with "Ladder Safety Device" 6 Remove Cathodic Protection System and Repair Penetrations 7 (Reconfigure Overflow Piping 8 Remove and Dispose of 1/2" of Sediment in Bottom of Existing Tank 9 'Paint Interior Coating System 10 (Paint Exterior Coating System 11 Furnish and Install Labels - "Confined Space Entry" 12 Paint Pump House Trim, Gutters and Downspouts 13 Seeding and Watering 14 Early Completion Bonus 15 Subtotal Construction Costs Construction Contingency (15%) Construction Total Say Bid Unit 9uantity Unit Cost By: 8/29/2012 1 LS $5,000 $5,000.00 1 LS $5,000 $5,000.00 1 LS $10,000 $10,000.00 500 1 1 4 1 1 25 O:\Jobs\11190 - Fleetwood\Design\Estimates\Fleetwood Opinion of Probable Construction Cost.xls Conceptual SF $100 $50,000.00 LS $13,000 $13,000.00 LS $15,000 $15,000.00 LS I $10,000 $10,000.00 LS ( $5,000 $5,000.00 LS II $450,000 $450,000.00 LS I $340,000 $340,000.00 Each I $250 $1,000.00 LS $5,000 $5,000.00 LS $5,000 $5,000.00 Day $1,000 $25,000.00 $0.00 ... $939,000.00 $140,850.00 $1, 079,850.00 $1,080,000 Readings - 83 9/19/2012 3:15:42 PM Reading Time & Date Coat 1 (m11) 1 10:01:21 AM 9/19/2012 2 10:01:24 AM 9/19/2012 3 10:02:00 AM 9/19/2012 4 10:17:19 AM 9/19/2012 5 10:17:21 AM 9/19/2012 6 10:17:26 AM 9/19/2012 7 10:17:35 AM 9/19/2012 8 1017:38 AM 9/19/2012 9 10:17:45 AM 9/19/2012 10 10:10:03 AM 9/19/2012 11 .10:18:07 AM 9/19/2012 12 10:18:12 AM 9/19/2012 13 10:18:21 AM 9/19/2012 14 10:20:30 AM 9/19/2012 19.8 21.4 12.5 10.6 9.6 10.5 10.3 7.2 12.5 12.6 17.6 16.1 14.6 16.4 Summary - B3 9/19/2012 3:15:42 PM Reading Time & Date Coat: i (mil) Max 21,40 Min 7.20 Mean 13.69 StdDev. 4.11 Annotations - 83 Gage Model: 6000F3 Gage S/N: 626229 Probe Model: F Probe S/N: 128698 User: Part: Substrate: 9/19/2012 3:15:42 PM Or') 301%'.2. to, tz. ' S S"T 0" 09/26/2012 14:51 9723991828 SOUTHERN SPECTROGRAP PAGE 02 0 SOUTH ERN SPECTROGRAPHIC LAB 0RAMORY, INC. LABORATORY TEST CERTIFICATE September 21, 2012 Steel Inspectors of Texas, Inc. Attn: Cindy Holmes PO Box 150987 Fort Worth, Texas 76108 Report#: 0918-19-532 Fax: 817 546-5889 Sample: Fleet Wood Tank Interior Totals: Arsenic < 1.0 ppm Barium 3,500 Cadmium < 1.0 Chromium 6.0 Lead 45,0 Mercury < 1,0 Selenium 3.0 Silver < 1.0 SOUTHERN SPECTROGRAPHIC LABORATORY t~. Bill Freudiger Lab Manager 'paw 3 P.O. BOX 1034E9 IRVIN¢, TEXAS 78815-8499 TEL (972) 988.174S FAX (972) 399-1828 Samples arc discarded 30 days after reports are mailed unless prior ;irrnngemcnts aro muds, our Iatc, end repuns apply In the sample tcstgd and/or inspected and arc nut necessarily Indicative ui thr qualities of ppurcntly identical or similar products. 09/26/2012 14,51 9723991828 SOUTHERN SPECTROGRAP PAGE 01 Sl ERN S1tP/�ELL'l RUGRAPHIt LAE3RN; lNE �< (1 i tt T 3 0-) `r fS .. t. —7et� e Lk LABORATORY TEST CERTIFICATE September 21, 2012 Steel Inspeetors of Texas, Inc. Attu: Cindy Holmes PO Box 150987 Fort Worth, Texas 76108 Report#: 091$-19-531 Fax: 817 546-5889 Sample: Fleet Wood Tank Exterior Totals: Arsenic < 1.0 ppm Barium 1,290 Cadmium < 1.0 Cbruxuituu 89.0 Lead 404 Mereury < 1.0 Selenium 3.0 Silver < 1,0 SOUTHERN SPECTROGRAPHIC LABORATORY ' 4/4 "" Bill re tier Lab Manager P.O. SOX 183409 IRVING, TEXAS 75018-3489 TU. (972) 996-174$ FAX (972) 399K19213 tiutnples arc discarded 30 days v(tr,r reports Ute nailed unless prior urrungcmcnts ate made, (')ur letters And reports upply to Oto mimic; tested and/or Inspeoled tint" arc nut nuucsnarily indicative of the qualities tit apparcnlly identical or similar products. Hazardous Waste -- "Schedule for Land Disposal Prohibition and Establishment of Treatment Standards" (p. A-425) established a schedule for developing the methods to be used to treat the various types of waste. After the deadlines have been reached, the debris cannot be disposed of unless it is properly treated. 'When waste is shipped, the generator must prepare a notifi- cation and/or certification that identifies the waste by its EPA number, the appropriate treatment standard, and other information (described earlier in this chapter under RCRA • Requirements for Large and Small Quantity Generators). Once treated, since the debris is nonhazardous, it can be dis- posed of in a Subtitle D (nonhazardous) facility unless disal- lowed according to state regulations. The disposal prohibition schedule that was estab- lished is referred to as the first, second, and third, third waste specific prohibitions. These are identified in Subpart C, "Prohibitions on Land Disposal," of 40 CFR 268 (p. A- 426). The third third wastes apply to those that contain Iead. As a point of historical information, the dales of all three of the prohibitions are summarized below: • Waste Specific Prohibitions: First Third Wastes (40 CFR 268.33) (p. A-429). The listing of wastes found in this sub- part were restricted from land disposal, unless appropriately treated, from a period starting August 8, 1988 and ending August 8, 1990. tl Waste Specific Prohibitions: Second Third Wastes (40 CFR 268.34) (p. A-430). The listing of wastes found in this subpart were restricted from land disposal unless appropri- ately treated from a period starting June 8, 1989 and ending May 8, 1990, Waste Specific Prohibitions: Third Third Wastes (40 CFR 268,35) (p. A-431). The listing of wastes found in this subpart were restricted from land disposal unless appropri- ately treated from a period starting August 8, 1990 and end- ing May 8, 1992. Lead is effected by this third third prohibition. According t0 the requirements of 40 CFR 262.11, "Hazardous Waste Determination" (p. A-365), in order for generators of waste to comply with the 40 CFR 268, "Land Disposal Restrictions," they must determine whether the waste is identified in 40 CFR 261, Subpart C, "Characteristics of Hazardous Waste." Lead is identified in Section 261.24, "Toxicity Characteristics," (p. A-339) of this subpart and has been assigned IPA Hazardous waste number D008. Lead is not the only element in paint thatlias` been assigned an EPA hazardous waste number due to lode ity characteristics. The EPA »umber, the element, and the leachable level of the element that classifies it as being hi ardous are shown below. (List addresses metals only.) D004 Arsenic D005 Barium D006 Cadmium D007 Chromium D008 Lead D009 Mercury D010 Selenium D011 Silver 5.0 milligrams per liter (ppm). 100.0 milligrams per liter (ppm 1..0 milligrams per liter (ppm) 5.0 milligrams per liter (ppm) 5.0 milligrams per liter (ppm. 0.2 milligrams per liter (ppm) 1.0 milligrams per liter (ppm) 5.0 milligrams per liter (ppm) According to 40 CPR 268,35, "Waste -Specific Prohibition —Third Third Wastes," (p. A-431) effective • August 8, 1990, lead (D008) as well as certain other haz-' ardous pigments used in paints (such as barium, cadmium and chromium) are prohibited from land disposal if, using lead as the example, 5 ppm or greater can be extracted from the debris. As a result, even though lead is listed as a haz-: ardous material, this does not automatically mean that lead paint debris is always hazardous. The generator of the debris must determine if the specific debris in question is hazardous by one of two methods: applying knowledge of the hazardous characteristic of the waste in light of the mate. rials or processes used, or by testing. The precise history of the paint used on structures is normally incomplete. In addition, the influence of non-. lead containing coats on the hazardous nature of the debris.: as well as the influence of the removal media itself is uncer.' Lain. As a result, most generators opt to test the debris to determine if it is hazardous and therefore restricted under, the land prohibitions of 40 CFR 268, Subpart C, "Prohibitions on Land Disposal," (p. A-426) and subject to the other provisions of RCRA. Testing of the waste is established in 40 CFR 261; Subpart C, "Characteristics of Hazardous Waste" (p. A- 338). According to Section 261,24, "Toxicity Characteristic," (p. A-339) the waste is tested using the method described in Appendix II of 40 CFR 261. (p. A-341 Appendix II describes method 1311 Toxicity Characteristic:. Leaching Procedure (TCLP). TCLP is discussed later in the` section entitled "Methods of Testing Debris," 149 I V City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers 20,9000.0.19,00S24,- Submitted for Citv Manaaer's Office by: Fernando Costa (8476) Oriainatina Deoartment Head: A. Douglas Rademaker (6157) Additional Information Contact: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator I $10.06 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12,78 Asphalt Raker $11.01 Asphalt Shoveler $ 8,80 Batching Plant Weigher 1 $14.15 Broom or Sweeper Operator I $ 9,88 Bulldozer Operator I $13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12,50 Concrete paving Saw Operator $13,56 Concrete Paving Spreader Operator $14,50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Flagger 1 $ 8.43 Form Builder/Setter, Structures I $11.63 Form Setter, Paving & Curb I $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted 1 $16.30 Front End Loader Operator i $12,62 Laborer, Common ( $ 9.18 Laborer, Utility I $10,65 Mechanic I $16.97 Milling Machine Operator, Fine Grade I $11.83 Mixer Operator I $11.58 Motor Grader Operator, Fine Grade I $15.20 Motor Grader Operator, Rough I $14.50 Oiler I $14.98 Painter, Structures 1 $13.17 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11,28 Scraper Operator $11.42 Servicer $12,32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Hrly Rate $21,69 $12.00 $15.24 $19.12 $10.10 $16,23 $11.91 $13.49 $13.12 $14.62 $10.91 $13.00 $9.00 $20.20 Classification Plumber Plumber Helper Reinforcing Steel Setter Roofer Roofer Helper Sheet Metal Worker Sheet Metal Worker Helper Sprinkler System Installer Sprinkler System Installer Helper Steel Worker Structural Concrete Pump Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel Forklift Front End Loader $14.43 Truck Driver $19.86 Welder $12.00 Welder Helper $20.00 $13.00 $18.00 $13.00 $14.78 $11.25 $10.27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 Hrly Rate $20.43 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18, 00 $9.00 $17.43 $20.50 $17.76 $12,63 $10.50 $14,91 $16.06 $9.75 Tank Shop Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 Date: ( 1988 To: Taut Buz l cic?rc �tln P. .Q Box 1,527 Euless. Texas_ 760A Attention: Mr. Stephen Haze1ton Gentlemen: Project No.: Project Title: 09-018OfU -no 5-5 MG i♦ i eet-Wood Ground Reser',oi r Item : 3-/.. te►a9<4.r. re;zoar Regarding the information transmitted to this office by letter dated AW, / 9-d'1 relating to the referenced item, the following item or items are returKed with the action indicated by the following code having been taken or being indicated as required: Action Taken Approved Approved as Noted Disapproved Drawing No. Code 1 2 3 Copies 3 Action Required Correct & Resubmit Your Files As Noted in Remarks Description Remarks: z "te yew der ie04. zQw- ggr./e0.07 re eZoif Lee Bradley, Deputy Director Fort Worth _,Water Departmen BY: r" Fu. p. Title: Engineer III 4 cordaeY Code 4 6 Code 94. r •' TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 PLAN ( S f-f WN) -�,z.IZn94 ODn26''ID. 12" \ GUT FROM !R OR ROLL ItI'X7ZN la x29g'ie, ROLL TO 96" OD. fO" 37D wr s7z.. PIPE 6— 3/4" P x 212./x20" G"u5,5b/.$ 3/4" 72" 0 50 TyP, snuc6-I" TyP. 5Pl.t[E- S-I16(M)X4'-8r .SOLtp /rowNw 13AR5 41 1 /\ 4 3'-IDj SECTIONA-A leg" REVISED CENTER COLUMN. /7-79 5-26 -86 5,5 MG FL EET (NDOD TANK ,tSH/BK C I TY OP FORT wORTR, TX G RAH Am As 'NG J 1 OF I ...... trbi j tank builders, inc, May 26, 1988 City of Fort Worth Water Department Engineering Division 1000 Throckmorton Fort Worth, TX 76102 Reference: Attention: Gentlemen: Fleetwood Ground Storage Tank Centreport Mr. Peter Fu We have revised the center column cap plate as you had requested. Enclosed are six (6) copies of the revised detail for approval. While there is some extra cost to us for engineering and labor, there is also some savings on material. Therefore, we propose to furnish this revised design at no additional cost to you, as we had previously mentioned. Please call with any questions. Sincerely, TANK BUILDERS, INC. Stephen Hazelton Estimating/Sales JSH/pb.138 Enclosures MAY 311988 ,. hart Worth water o4^ 11 6l 1"-/ 7-4 3900 Tarrant-Main/P.O. Box 637, Euless, Texas 76039 (8171571-4044, (817)267-4433 Date: 1/�C(ie , 1988 To: Tank BuiiderA, Tna P . 0 . 13ox 1,527 Euless. Tense 76029 Attention: Mr. Stephen Hazelt,.on Project No.: 09--018001-00 Project Title: 5.5 MG FlPatwnnj. Ground Reservojr I t em : T3-/ ,r�enueo.l'"�iryc Gentlemen: Regarding the information transmitted to this office by letter dated £ii / ____ relating to the referenced item, the following item or items are returne with the action indicated by the following code having been taken or being indicated as required: Action Taken Approved Approved as Noted Disapproved Drawing No.^ Remarks: SSA Action Required Copies Lee Bradley, Deputy Director Fort Woj3 h Water Departmen BY: 2 3 kiO ccb trig. 'rpeter" Fu. Title: Engineer III Correct & Resubmit Your Files As Noted in Remarks Description ��J// Code 4 5 6 Code TANK BUILDERS, INC. P. O. Box168X 1527 EULESS. TEXAS 76039 (817) 571-4044 James M. Strong, TO Fort Worth Water Metro 267-4433 II, P.E. Department Engineering Division i nnn Thrnnlrrrnri-nn Fort Worth, TX 76102 GENTLEMEN: I COPIES UJTrirIER3 ace IraQaantrirrrza DATE 1 y ZZ ATTENTION James Strona or Peter Fu (JOe NO. f171 1 Lc RE: Centreport Fleetwood Ground Storage Tank WE ARE SENDING YOU 0 Attached 0 Under separate cover via O Shop drawings 0 Prints O Copy of letter DATE NO. 3 0 Change order THESE ARE TRANSMITTED as checked below: lfor approval O For your use ❑ As requested ❑ For review and comment 0 0 Plans n DESCRIPTION ❑ Approved as submitted O Approved as noted O Returned for corrections 0 Samples the following items: 0 Specifications ❑ Resubmit copies for approval O Submit copies for distribution O Return corrected prints O FOR BIDS DUF 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS /T fff?5 CO,ti/6:- TV ©c Piz 77. r7O/V 7W17- ©5, 4 R Q a t ..s Ti9 (123 TU /Y4 ,a4 fi/frS'2 ,T/l r e 2, f 3D'' TO 34-" H /Gig; _A(tie.2.D COPY TO SIGNED: I/ enelosurea are not as noted. kindly rotary us at once. RkCE!VF_D FART WC:CP DEPT. MARAIW40 ENGINEERING DIVISION trE3��Iv tikVILVV SUBMITTALS FOR: CENT REPORT FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH WATER DEPARTMENT WATER PROJECT NUMBER 09-018001-00 GENERAL CONTRACTOR: TANK BUILDERS, INC. P.O. BOX 152? EULESS, TH 76039 (817)-571-4044 (817)-267-4433 DATE: 3-2 2 8 SUBMITTAL NUMBER: 4" " C SUBMITTAL ITEM: i R 2UND $T0Ie/4-6'& TANA: CONTRACTOR'S APPROUAL BY: SSH b'lt/15' -7V2ild5 TANK BUILDERS INC. 1-88 P.O. BOX 637 JSH/BK EULESS, TEXAS 76039 . 817/267-4433 REV /- i-il-'SQ R.ri, 3-27-A% -/ 7 5.5 M.G. FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 12 OF 25 G Ar,VRril 2 �D �X PAN!7D METAL. GRI47"iNG .2v 3'4" v-5L 0,/ PLA N if' k k/cxe ;, S 3x3xj 3x'/q3 x4 BRA ' (2 — RE4'D) ' - ROOF re f 3x33x 4• 4, TYP I-RE(Q'P. 7 ELEVATION sEE SEc rroN fi-A TOP STAIR PLATFORM ON Fw6 PG, TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANF= JSH/BK CITY OF FORT WORTH, TEXAS REV, 2-2-I/-'$$ GRAHAM, ASSOC., INC. I PG. 15 OF 25 Roy. S-74-6si. Ar TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1 th 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANt JSH/BK CITY OF FORT WORTH, TEXAS v,1-2-/i-gt GRAHAM, ASSOC., INC. I PG. 16 OF 25 f 3113-5N Date: '< >6' 1988 To: Attention: Gentlemen: Regarding tohthenreferencedtthefollowin officeitemodated with the 9 gby 9 Item, q e action indicated by the following code having been taken or being indicated as required: Tank ,Bui 1jarq Tno P. O . Box 1,527 Euless. Texas 76039 Mr. Stephefl Hazel ton Project No.: 99-01RD07 -On Project Title: 5.5 MG F) Qetwpgri Ground Re.ervotr tem: F3 / Si"de'Gewre/Al . Care/vo�r Action Taken Code Approved 1 Approved as Noted 2 Disapproved 3 Drawing No. Copies Remarks: Lee Bradley, Deputy Director Fort Wor hater partmen BY: Title: Engineer III Action Required Correct & Resubmit Your Files As Noted in Remarks Code 4 5 6 Description Code tank builders, inc. February 23, 1988 Fort Worth Water Department Engineering Division 1000 Throckmorton Fort Worth, Texas 76102 Reference: Centre.o li4.— Attention: Ja eStrong or Peter Fu Gentlemen: It has been brought to my attention that a further revision should be made on the shop drawings submitted on February 11, 1988 (Submitta]. 4A). In particular, it would be easier and better if the ringwall details were revised to show the circumferential bars inside the stirrups, instead of outside. We are submitting the two pages that show this detail with this revision. This is indicated as Submittal 4B. While this is a minor revision, we thought it best to document it on paper. Please call with any questions. Sincerely, TANK BUILDERS, INC. Stephe ' Hazelton Estimating/Sales JSH/pb.121 Enclosure cc: Graham Associates RECEIVED. VORT WORTH WATER DEPT. FEB251988 F.NG1NE. � MASON PgS j>/7-c- 3900 Tarrant-Main/P.O. Box 1527, Euless, Texas 76039 (817) 571.4044, (817) 267.4433 SUBMITTALS FOR: CEHTREPORT FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH WATER DEPARTMENT WATER PROJECT NUMBER 09-010001.00 GENERAL CONTRACTOR: TANK BUILDERS. INC. P.O. BOX 1627 EULESS„ TX 76039 (017)-571-4044 (017)-267-4433 DATE: 2_23-0 SUBMITTAL HUMBER: 4- 6 SUBMITTAL ITEM: TA/1/K 25//19P P, W//YG$ CONTRACTOR'S APPROUAL BY: JSN #4-BAn 6" OcCke. • • Bi ftCE sorrci" TRAP • L.V/ 2" x 14" .Sj-R/9P • • # 16 BAIL '9 6 "XX6f• • -5)PE VIEW STt91 R, No c oNNELT7( I "GNAMrAR at 4 boc_f WC �5+7U 'R. 3OINT #g 13/R606"0:0; 4- ST/RRLf Pb U.a /? "DL RiNGWRI'L 5ECT/oN ..r R UY6 14#04.--1 • STAIRWAY BOTTOM LANDING TAwK 5NEu TANK BUILDERS INC. 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TARE P.O. X 637 JSH/BK CITY OF FORT WORTH, TEXAS EULESS,TEXAS 76039 1-90f a ...l .....,, 81 7 /267-4433 JREV.1 2 8 GRAHAM / ASSOC. , INC. OF 25 :Vaactee,e/ve.iocsrj COMPACFE13fra° /1"4/ GRAVEL, • \ • 75!- ion R A owi. SHELL a" CANE FIBER JOINT FILLER- TRIM FL4f5H EL. -88,501 FLOOR * fJ 0 • l" PVC WEEP Hot ES lol oc, 2" (*. ,84RaDc"ac.F: ed-----7------ it 5TIRRUP.6) a'_' oc (480 PCS) _____ ....... /Ldl 23usAND. ca..voit/ fippgox, as-- io-o'*g Re04. RINGWALL DETAIL • ALL CONCRETE .300o Psi. ALL REOAR 60KST, .TYPIC/9L LAP ON Itg BAR IS 31-61: _3"ccA/c, covER TyPIC,qL, TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANG JSH/BK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 25 OF 25 RAJA 2- 2-Z-3-.A? Date: 4;44 1988 To: Tank Builders, Trio P. 0. Box 10.7 Euless. Texas 76030 Attention: Mr. Steohen Ha,zelten Gentlemen: Regarding the information t relating to the referenced action indicated by the fol Action Taken Approved Approved as Noted Disapproved Drawing No. Remarks: Project No.: 09-01800i -no Project Title: 5-5 MG _FLeetwaad Ground Re. r t?i r tem: ,r3--/ ransmitted to this office by letter dated /d,:w�y item, the following item or items are returnedi;w-i'th the lowing code having been taken or being indicated as required: Code 1 2 3 Copies 3 Lee Bradley, Deputy Director Fort Wr. Water. Depart t u pg "Ee er" -1'-E- BY: Title: Engineer III Action Required Correct 8. Resubmit Your Files As Noted in Remarks Description Code 4 5 6 Code nk builders, inc. February 12, 1988 Fort Worth Water Dept. Engineering Division 1000 Throckmorton Fort Worth, Texas 76102 Reference: Attention: Gentlemen: CentrePort Fleetwood Ground Storage Tank Water Project No. 09-D18001-00 Peter Fu or James Strong Enclosed are five (5) copies of submittal 4A on the above referenced project. This is a revision of submittal No. 4, Tank Shop Drawings. All deviations called out in our letter of 1-14- 88 remain the same, except as noted below. Revisions are as follows: Page No. 1 - Pages 4, 5, Page No. 23 Page No. 25 Orientations and stair direction revised 11-16 - Revised to reflect the changes made to page 1 - Floor connection detail revised to allow for better drainage - Revised to show stirrups in place of vertical rebar. Attached is a sheet showing shell manway pad thickness calculations. The 1" plate pad is correct as shown on page 7. The 3/4" neck was intentionally made heavier than normal to allow the use of the 1" plate. Please call with any questions. Sincerely, TANK BUILDERS, INC. Stephen Hazelton Estimating/Sales JSH/pb.118 Enclosures cc: Graham Associates co/ R r. FORTVI.. i) . i :cii DEPT. FEE 15 1988 ENGINEERING DIVISION DESIGN REVIEW 3900 Tarrant-Main/P.O. Box 1527, Euless, Texas 76039 / 7.J (817) 571.4044, (817) 267.4433 tank t r ,Jders, %%lCrr 3900 Tarrant -Main, Euless. Texas/P.O. Box 1527, Euless, Texas 76039 (817) 571.4044 • WNW ,gY P /NFaRccM iy7 37..8 8 t f4 R6aurkEP PL/4TG cw t6u. 1, Z,4- ' HOLE /x/ 5H6L,G.- 15 31 543 R C-1!.r I JRR/r%lFo,C'-xlfi/I- Ake/9 %r24-ury D <3>,6Z5-` 64 4,S6 iNZ. ! allYF oAcemfaW SI 7 "' PAP /9 /98D!/4 hLoG-C- -(37i-~ 3162 X /of' s, �35c:av - -(37 $ - 3 4)x 4 p = /S,8l25 /rVZ IYEc,g -) FF cr/C 7771 4 + 4- f- 1.z. S ` 7,2.L-g'' our.fp� e /NsfiE k' wirime 19' e; -- (7,z-,75 -t ?, 2 X, ?) = /D- g 72. /4(z rornL R�/NFoi2c/N /bee") = /5r 13/25 I -r- la, S72_ = 24-i 4-47 7 4 Z w cH /5 i41,60V/IT // tank b„u�ilders, i. 3900 Tarrant -Main P.O. Box 1527 Euless, Texas 76039 (817) 267-4433 SHOP DRAWINGS CENTREPORT. FLEETWOOD GROUND STORAGE TANK WATER PROJECT NUMBER 09—D18001-00 CITY OF FORT WORTH, TEXAS DATE: FEBRUARY 11, 1988 CONSULTING ENGINEER: GRAHAM ASSOCIATES, INC. ARLINGTON, TEXAS SUBMITTAL #4A (First revision of #4) RECEIVED EORT WORTH WATER DEPT. FEB 151988 ENGINEERING. DIVISION DESIGN REVIEW N /4' KNUC KLE- 121 - 4' WIPE SEGMENTS PLAN 215°= (p0`-,2" orl C�Rci 35°�4b'-�I oN C+2C. !2°= C/RC. KEY A 36" Shell Manways (2 regY B 30" Roof Manways (2 req) C 36" Vent u/ Manway (1 req) D Bottom Stair Landing (1 req) E Spiral Stairway (1 req) F Stairway bate (1 req) 6 Top Stair Lending (1 req) H Inside Ladder (1 req) I 30" Inlet (1 req) J 24" Overflow (1 req) K 24" Drain (1 req) L Cathodic Cabinet (not included in this submittal.) Note: Exact location of stairs, top landing, and adjacent roof manway to be adjusted to match bottom landing. 5.5 M.G. FLEETWOOD GROUND STORAGE TAM CO CO TANK BUILDERS INC. CITY OF FORT WORTH, TEXAS P.O. BOX 637 N 0 TEXAS 76039 GRAHAM, ASSOC.,. INC. 38=0' E O p o Ui.1 I O 0\ (1;o m a61v b i N )` VI o0 a N o4 V'f W, (11 UN y a4N a a , A: N ICJ' ' ! I W4ASo _.s x' `P 1 46 , ® 5^' I W ln) p TANK BUU1DERS INC. P.O. ildX 637 EULESS, TEXAS 76039 817/267-4433 JSH/BK n 5.5 M.G. FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 2 OF 25 3 4,y0„ lh 04 .-->\\�6 .60 4 761 6„ INSIDE T RADIUS, ALL RING.y 1 1� /8 30• 30° 30° 30° NO7E : GRINO ALL XTEROK' k'E4p5 00 ,6 TO %g " MtpX, Gip 51/ N !'6 1 NS/DE FACE TYP/CAL VER4- WEC u 4 ' ILoolg f; `SHELL WELD DET4/L / 7-0 TANK BUILDERS INC. 1-AA 5, 5 M.G. FLEETWOOD GROUND STORAGE .TAN} P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 JSH/BK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 3 OF 25 6* - -- -1- 0, k)-1`) - 30"K39"7- ;fit tor 5 07 "*.5 kt:'8 _ /0 sr-D •evr- ) r-‘t.\ "C7 I P /e6 0 I. 4Ey-C-2-0%24"x*e" A 614.5.567- o45 • 77 -\ ZZ 11w rti TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 ,""c> 7,c) cz) Ki (3, •--1 takm. A L4 , \I\ Olt* N\Z, gikr• 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANK JSH/BK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 6 OF 25 A /VOTE: NECK 75,1 19-ma 1- Fuu- i75i >I FEanF. Pro (2— REQ. ) SHELL MANHOLE DETAIL ® A.- -Wiz,. 3/4'/ X4-4-%gpv437/2_iz,. C _ s/N 1 1�. ta' XI717i,i�' ROC-L TO 36a� TD, D 4 ROD IC I1 O" -E NOrr; cur 2-)"REPAP$ CENTER c oz uMN GAP . FRO"( l - ) , x 961x Z 4-O,' F _ Gur 3/4"jam L)D5, FLGS, RUD . :OLUMN 6fi5E FROM 1- 3/¢"X%2x? H 56E DAviT 'li+lck4 NEOPiwvG, Gipg1(w - 4-11-� QD.: 3 _ i7Q"E0.0. 37 g., Ala 4-2- _. of Miss. Fva. �`4 5ocx av . 42213- C. +Z. - 2 ° M. 8o LTS X 3 114ONE1 DETAIL 12lv,�/l, 2 0 co o a W 1.13 w 0 •0 N • H an co co TANK BUILDERS INC. 1-3 P.O. BOX 637 GRAHAM, ASSOC., INC. 11dl�Jd 11AVa }13AO3 AVMNVIN TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 Fl 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANK JSH/BK CITY OF FORT WORTH; TEXAS IPG. 8 OF 25 GRAHAM, ASSOC., INC. '? QA Pn n: w ' 4 G Z .3Q n " M ' i.Y � ' 3 TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039, 817/267-4433 1-88 JSH/BK 4 II A_ A ?-D 5.5 M.G. FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. IPG. 9 OF 25 o4F A lN6q pE7, l fr- -- 111 1'-3'' 7, JII II 4U 111 III III Ili 119 Ili z 304-'55 SCREEN w/ SS $ftND5 4-8 PLAN Tee II I I II I L54-\"Ft D f iEAP) 36" G,S , Mgr 1„xlcx9" 8fI25 GRIND TR,M FLUSH W/F►`l.ET, © CENTER VENT/ HATCh' TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 B17/267-4433 ALL R. 3/l e MINI/✓ 14M, 1-88 JSH/BK 5.5 M.G. FLEETWOOD GROUND STORAGE TANI. CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 10 OF 25 g>;p•cE Bvrr4M' .rRe4D . W/ 2 ,' X 1/4" S l"RI9 P- 0 - - ,.r R//Y& w4I 1 -I_ I BAJZ '9 6 "OG6✓5F� • - SIPEs VIEW ST191R No coNNOGr/`f I "G IVWFOR 124 \ 4 #4- 34 n 0 6" Oc6w r✓'%/c ram, •ounr #S BAR646"O '. 4- s?7RRUP.S ea"OG RINGWA1.4.- SECrioN 6"3 4 W4-4.. • rAMK SNE[_L. • STAIRWAY BOTTOM LANDING Up TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 JSH/BK REM, I-2-/I-98 5.5 M.G. FLEETWOOD GROUND STORAGE TAW CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. PG. '11 OF 25 fIt-/..L5 )ti�1d5 TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 . 817/267-4433 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANK JSH/BK CITY OF FORT WORTH, TEXAS R5fr, I - 2-//—Vit GRAHAM, ASSOC., INC. I PG. 12 OF 25 2 STR, Mgt?Wf1 56E EX7, rARM DE7 ON Pw6 PAGO 2x2 $4'- TOP or SNEI.Ct1,: ; )2,1 , ; 21- 3„ 2!--dot Ti'P • g,A.„ SEE HASP a DE77411- ew FwG PG. Hi98.0 RAIL • • • STAIR,TReAD, zr.Zx W'4iTf'R DOOR. NoTC .. HANG DOOR IN FIELD »LI(oN HASPS FDR LpGC/NG S TAIRWA Y GATE DETAIL G II LVANI ?6 EN r/RE GAre . DooR H F TER AsSE41601 TANK BUILDERS INC. 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANK P.O. BOX 637 JSH/BK CITY OF FORT WORTH, TEXAS EULESS, TEXAS 76039 817/267-4433 RE.V, 1- 1-11-GRAHAM, ASSOC., INC. I PG. 13 OF 25 /1( 1/7.1.1 &NA 901-r, PEEN rfriga495 ..__..-7" sliet L. fa 1 EF--- / • / / , A h / / 4 g4 II *.,.." •Yz Ph.96 II / 11' I i 3' .. 1 ( No r ', 1 , .• .... .,„ )1; , , . w61.-D—)1,1111 • % I/2:R. x ... ...._ .„ . q / 3" HiniE DE ic- • 2- RE6ea- GALIAM2EP: 1,2) • frx. /VorcH ro NoLp RBE-0 W 5EGTION 3--E3 GATE DE TAILS EAR 11/1 2::q.ci 144 .3/8" e-xp 471 TYP)Nr4i4 I " 3"04-2." 1D. ASP- DE rAu._ 2 - R E - GALWINI?e" •-)(P/44/PEC2 57-4he s ra P 6)(i,emiaep 1145T./11.... • zA2,0/4/1 51. • TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 _sEcnoM fi-n 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANK JSH/BK CITY OF FORT WORTH, TEXAS Relie 2-// -548 GRAHAM, ASSOC. , INC. I PG. 14 OF 25 GAL- vfXIl2 P PIIN OP M1 Tf?L G1Z14)rIN6 1) •1 2;. 3'-6" • 2.1-D4 ---> -0" PLAN 4-"k b k ICK e 3X3 x fro" 4 BRAt1e•• .._ 5"L E VAT/ON 3x3Xc4,TYP 15TP Wr P/PE '" ROOF FE- T OP STAIR PLATFORM ON FwG EP6iON -A TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 5.5 M.G. FLEETWOOD GROUND STORAGE TANI JSH/BK CITY OF FORT WORTH, TEXAS REV, 2-2-1/-13$ GRAHAM, ASSOC., INC. I PG. 15 OF 25 '/6' fri/e10i1 V 7d TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 JSH/BK REV, /-2-I►-gi 5.5 M.G. FLEETWOOD GROUND STORAGE TANI CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 16 OF 25 TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 1-88 JSH/BK I ItO SPC.5 I s; • o•it 5.5 M.G. FLEETWOOD GROUND STORAGE TANK CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 17 OF 25 SEE VORTEX k DET. _ON FWG - PPG 48t'OD x 3O4*'/D 43j6' fL.^-1., FLR r 4.-5/6 ' 3000 PSI CONC,-a , _ ¢ BAR & /2' OCEW c 4- 6,-Ou 0 -1131. Ltmvr L. 4885 eN b A A A a a 2-4 rc 3-b P L ' NO REBA? /BERG FLGD CPL6 4PAPTOR BY d or.,tiEk.S E L , 4- 22,75' 4 L30E C COAT INf BLLAG1,• COAL -TAR EPDXY, ll-I� 30u INLET OUTLET - REa iv. 5.5 M.G. FLEETWOOD GROUND STORAGE TANK TANK BUILDERS INC. CITY OF FORT WORTH, TEXAS ASSOC., INC. TYP SPCG. A " F _I IL- J / I4 / . A's ! 1 /., Kr, i / \ \ \ i — -— 1 �. / — - - — — i /'' -- _ /i ' \\ `, II \_ 11 11 _ U 8- 'r2"(2. x /2" x 3t7' 2" x 2," x j 4 .2" LONG. WELD ro FLR PLATE BOLT TO VANE w/ 3/8"5,5 BOLT, SECTION A -A PL A1Y TANK BUILDERS INC. P.O. BOX 637 EULESS, TEXAS 76039 817/267-4433 VORTEX ,LATE Q 1--R660. 1-88 JSH/BK 7e /20" 00 x /8" /D W/ e- rAPPEO 31; HOLES ory :2/" 13,C, CUT A5 2 PCs, "/- - 2 4" oD w/ 8 — 7/ " HOLES ON 21 " 3C. FOR 6'— 3/8" S,S. BOL.7"S' (304) 30" L/N6 \ <IVO WELL Ifr/ 7-2) 5.5 M.G. FLEETWOOD GROUND STORAGE TAN/ CITY OF FORT WORTH, TEXAS GRAHAM, ASSOC., INC. I PG. 19 OF 25 Pump Station Architectural Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Fleetwood Ground Storage Tank Rehabilitation Project No. 01953 Ale 1. MW In10.4 Ipla0 Dapyla40,N EOM 7' 12' T1 248 7' 12' 1Y--0' 28'-O' At Urns II 23'-0' At Truss 77 TYPICAL TRUSS ELEVATION A 0 J 7' 12' IJ'-0' IY 12' 17'.0 12' Tx6 2 x 8 ♦1 E4uol I I/ x5 tY 8 3/4'x 18' Far Ce neetbn Derr. se* this Shnf. C 5 1/8' a 18' 201 /- Nads of Roof thalweg ITo1 Betow 2-2x8 2x 8 A 24' 0.0 Marin.< TTpbal --• For Ebwfbn of Wad Franhg see fhb Short. 21-0' 12' I3-O' ROOF FRAMING PLAN Seek: 1/4' u i'-0' Ir.-0' NOTE I, Roof Mambas Plot Be Spaced Al 24' 0.0 Uarcnvn. 2 wood Ranhg other Oen Tnnxs shall be Ka 1 Dough. Fr or Approved Ewa 1 Cbfam Brans Noe haw a 'TV of 2.400 pet A Reflex and Dean Cernec kns shah be Slai I M:Kas. ELEVATION OF CABLE Sear YP . F-0' 12 rw' J/11' 1' . W000 TRUSS NOTES 1. CONTRACTOR SHALL SUB!? THE FOLLOWS: o. Shop drawings for the wood trusses. b. Truss manufacturer's design & engireerhq data for the 'espied trusses. Design to be signed, doted and sealed by a prafosslonol engineer registered M the state of Texas. 2. {WERE WOOD MAIMS FROM 2' THROUGH 4' N NOMNAL THICKNESS AS INDICATED, PROVIDE LUMBER COMPLYNG WITH LUMBER PRODUCER'S NSPECTKN AGENCY CRADNG RULES CERTFED AS CONFORMING TO THE 'NATIONAL ORAONQ RULE FOR DIMENSION LUMBER' BY THE BOARD OF REVEW OF THE AMERICAN LUMBER. STANDARDS COM0t1TEE (ALSO), ESTABLISHED UNDER SECTION 10 OF PS 20. PRESS DIMENSION LUMBER S4S UNLESS OTHERWISE SHOWY. PROVIDE SEASONED DIMENSION LUMBER WITH 19X MAXLIIUM MOISTURE CONTENT AT TIME OF ORESSNG AND COMPLYNG WITH THE DRY SIZE REQUIREMENTS OF PS 20, HARK LUMBER 'S-DRY. J. PROVIDE TRUSSES WHERE SHOWN MN REQUIRED soma PLATES, BLOCKNO ANCHORAGE DEVICES, AND RELATED ACCESSORIES. COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NUAA'S 'NATIONAL DESIGN SPECFICATIONS FOR STRESS GRADED LUMBER AND ITS FAS7E17NCS' WO00 AND THETRUSSES" TRUSS PLATE 9ISTITUTE'S 'LIGHT METAL CONNECTED 4. DESIGN CRITERIA. ALL TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOILOWNO DESIGN LOADS Lhn Load - J0 pat Nod Lood - 25 per Collateral - J psr Total 58 ps1 S. PRIOR TO ERECTION, TRUSSES SHALL 8E PROTECTED FROM THE WEATHER ANO HANDLED WITH CARE SO THEY ARE NOT DAMAGED. THE TRUSSES SHALL BE ERECTED AND NSTALLEO N ACCORDANCE WITH THE DRAMS'. THE APPROVED SHOP DRAWINGS AND MANUFACTURER'S RECOMMENDED NSTALLAT,'ON SUGGESTIONS. TEMPORARY CO,YSTRUCTICW LOADS WHICH CAUSE MEMBER PTRES5ES BEYOND DESIGN L1N1T5 ARE NOT PERMITTED. ERECTION [MACRO N ADOIRON TO SPEGFIEO BRDGNO SHALL BE PROVIDED TO KEEP 711E TRUSSES STRAIGHT AND PLUMB AS REQUIRED TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE NOIVOUAL TRUSSES AND ENTIRE SYSTEM OWL THE SHEATHING MATERIAL HAS BEEN APPLED. THE CONTRACTOR SHAD. GIVE NOTIFICATION TO THE ENCNEER PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE OPPORTUNITY FOR INSPECTION GE THE INSTALLATION. 3/4' Fatn7r Mood Root ORAN Continuous 2 x 4 Roof Truss J 7 1/:• 8m1 Pt J/8' x 14 J/e' x 1-4 1/S' GkMa 8J/f'x 18' - ex rx.Y8 Won 5 1/8' x 16 I/2• Pt J/8' x 16' x 1-S' CLULAM BEAM CONNECTION DETAIL Scab: 3/S' fl 1=0' 4.a• planm one r.1.21.20 p.cakotkn• aa. p.pand Ix ccn.Iruet0n C4 thw p.axk prop r Ir. Awn / Ilan. da<nn.nn bona p.rmald .ahohe .,ne.n w02r12at240 ere 0..aew., wa �226 GU -Ism Bean SECTION. "H—H" wale: I/2' < I'-0' REEDCON, INC. STRUCTURAL ENGINEERS 3/4' &Aerie Plyocd Roof 1Ndng 2 x 8 Bbcthg at Each Roller (TIP) I NO. oxsr e 1-1 �I N ISSUED 10129187 14141.44. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT• �Graham vAssociates,Inc. �a� LTIN5G20EANGINEE'RHSE& LANNERS Ar2holon, Texas 76011 (017) 840-8535 CENTREPORT FLEETWOOD PUMP STATION STRUCTURAL ROOF PLAN 0230, w.umna ' ruv.xm: a1e014/0m104 0044 Ha I a �8W .R21N [aT P I a,x�;, s„ 81-010002..00 Trrxxsa tut 1_ MAY .1887 1.0.AJ. 10607,1060 SNET 23 0. 31 . RIME • • •••••••-• • • - • ..-r-1,--=.5.161111111116... _ • ••- /7I —74 t r .1 NORTH ELEVATION U.......; AirikriirZ5jr----==.".4r0i.41:1e.iiialliktir - __ _ ,m.....L___ ._ • - • ,-, -..V1101/NAI 111111111/E_ -......----7,---7:.--- . i 1.:-:::_=__-:,:!'7.1=7_-__= .'..-....- .._ . —__ ___ _ -.--,-- .-,...1-.:,,, ••••,. r Nvir—I ft. - -.- Hik) • • - _ — 3 WEST ELEVATION • - _ • • - • C:A.V.AA•TAI.:3 8,-A,B6 C.,...08C.S. — cAkrreg.• - • .3..".A. - ..1402•0010: • • • .7...try-To-log. • LoUves..E.• V.4.,strI.S.J=Nes.), .ErD..3111.11,-.- tr. — 08A8AVA0.1-1, 0,11TSreA—Z,,-.411' . e..21JrrED.G • - aut:Ovic. • - • 7 . "7=-..- 04.11-nv. Pr"...mct. . . ttarc.4.. -se..4thw4 - • • v." • VMS 2E,c4 . (81A 1.A. liirrrta - - ..1111117 ers."7.1111 :7212411/1.-Ptiap. - - a 0 0 Ui 2 4111.11111MOMMIIIMOM111,11W, rIr.r.Er.L11117.12' . . arT-F-13, . • -:rorrierrywor:"L L 2 EAST ELEVATION 4 SOUTH ELEVATION' T---.---r-r-11111111:1114P .__... • 4.111.11111.1111111111111111111•11111111.. '7pmi - -I • plzwrc, kC" w 0 2 cc Lu PROJECT NO. 81-016002-00 FT WORTH WATER 0{.MUT NO 29/3A ISSUED 10/20167 P 3 s 1 '• 1-rtireL kyakif • - -• - - • - 7.0.c.4.1:044UP • , , - i 7•P . . : ; re/a-Mr...NC. • -I - •,. , , .1 r'''''''r OUt.11`tir5 c--.0 .. ,N , ... . -! 1 tr•It=44, tr.tae.4".(...ii 1 14. . , I - • LI . • • • r • 1 1 • r • 4_3,, • pow-, - • mc.go..4 .vt.1.1 Ant.. •.00•••8441"---. ..tk,i44:4:430vrtp'_ • : 9 ..4-.1-or....44•4c : . ult.1q • -• t..tagt41=Pr. TRIM. rAt• • 1:27V.Zir.°11=rr tkik. GrL ca.) 2a ark. Fq.k.stit4... • - • rum. MitiLregrt...12114C C.CRIFtra4, .= dd. CiPthitin3 ••t'S./Tt alt...trhttrat111. I I j ‘41 Wit4C1.0.4011. 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