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Contract 51917
PROJECT MANUAL FOR 'rlm N TRLC'VION OF WESTS]DE V— PART 1 ^ 1.0 MILLION GALLON ELEVATED S'fORAG-E TANK atv Project No. 1411378 Hofs}Price David Cooke Mayor city marwgey cliris Harder, P.�:. Water Depurtiiicnt Director C"4tarly Anpiaicheril Assistam Director, water T)epartmeot Plmnt operation-,; Prepared for The C!", of Fort Worth Water Depsl'Mleat November 2018 Kimley >)) Horn Tt'xuw Registered F;noll7j�;eruig Fin-r.F-428 XHA No, 06I01S16 4 lk L)RTH, I Y. WESTSIDE V 1.0 MILLION GALLON ELEVATED ST©RAGF TANK November 20113 �%X%jj 11/14/2018 or r........................ �f.Pa,`•.f.•.l.gtlla��b�f4PP� :a 124805 � air Kyle Welden, P.E. Kimley-Horn and Associates, Inc. TBPE Reg#F-298 801 Cherry Street,Unit 11 For Civil Design/ Improvements Suite 950 Fort Worth, TX 76102 1� 11/14/2018 W. ,..!➢Q 4aaf.PPa..�if fif.a.ri iP F� ,! !`DIGER 1'A MJ �o0a�Of P..�fai..Pf P.Pa►Fi1r O a a7915 ." _Avt ]enifer Tatum, P.E. K.imley-Horn and Associates, Inc. TBPE Reg#F-298 801 Cherry Street,Unit 11 For Civil Design/ Suite 950 Improvements Fort Worth, TX 76102 WESTSIDE v 1.0 MIMION CALLON ELEVATED STORAGE TANK November 2018 P.- °........I..KOTF... 86361 7- P Joseph Kotrla, P.E. McCreary&Associates,Inc TBPE Reg#F-338 6310 LBJ Freeway Suite 217 For Electrical Design/ Dallas, Texas 75240 Improvements FORTWORTM� ® City of Fort North ------------- Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of4 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 i0 Mayor and Council Communication 00 05 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 00 35 i3 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequaliflcation Statement 00 45 13 Bidder Prequalifieation Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 0132 13 Schedule of Values 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3235 Aerial Prh hotogrWhic Documentation 01 3300 Submittals 01 3513 Special Project Procedures 01 45 23 -___jesting and Ins ection Services 01 5000 Temporary Facilities and Controls 01 5713 Storm Water Pollution Prevention Plan 01 5813 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and RemobiIization 01 7123 Construction Staking and Surve 01 7423 Cleaning 01 7719 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2,2016 City Project No,100378 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 03 -Concrete 03 30 00 Cast-In-Place Concrete Division 08-O enin s 08 11 19 Steel Doors and Frames 093323 Overhead Coiling Doors 0871 10 Finish Hardware Division 09-Finishes 09 91 00 Painting 09 97 14 Steel Water Storage Tank Painting Division 22-Plumbin 221010 Plumbing Division 26-Electrical 26 05 00 Common Work Results for Electrical 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 09 10 Instrumentation Division 31 -Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 2323 Borrow 31 2400 Embankments 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32-Exterior Improvements 32 1123 Flexible Base Courses 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 3231 13 Chain Fences and Gates 32 92 13 Hydro-Mulching, Seeding,and Sodding Division 33-Utilities 33 04 10 Joint Bonding and Electrical Isolation 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 0510 Utility Trench Excavation,Embedment,and Backfill 33 05 13 Frame,Cover and Grade Rings—Cast Iron 33 05 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 09 10 Control Valve Actuator 33 1105 Bolts,Nuts,and Gaskets CITY OF FORT WORTHWESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cily Project No.100378 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of4 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1240 Fire Hydrants 33 1619 Composite Elevated Water Storage Tank 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 39 20 Precast Concrete Manholes Division 40—Process Inte ration 4091 10 ChlorineAnal zer Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women. Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTI3 WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised February 2,2016 City of Fort Worth, Texas May®r and Council Communication COUNCIL ACTION: Approved on 1/2912019 -Ordinance No. 23545-01-2019 & Resolution No. 5036-01-2019 DATE: Tuesday, January 29, 2019 REFERENCE NO.: *'C-29015 LOG NAME: 60WSIDEVPI ESTANK-LSTRUCTU RES 1 SUBJECT: Authorize Execution of Contract with Landmark Structures I, L.P., in the Amount of$2,752,000.00 for Westside V Part 1 One Million Gallon Elevated Water Storage Tank and Water Main Project, Provide for Project Costs for a Total Project Total in the Amount of$8,206,184.00,Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICT 3) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt for the Westside V Part 1 One Million Gallon Elevated Water Storage Tank and Water Main Project; 2. Adopt the attached Appropriation Ordinance increasing appropriations in the Water and Sewer Commercial Paper Fund in amount of$3,028,892.00; and 3. Authorize the execution of a contract with Landmark Structures I, L.P., in the amount of $2,752,000.00 for the Westside V Part 1 One Million Gallon Elevated Water Storage Tank Project, located in west Fort Worth and the City's Extra Territorial Jurisdiction (City Project No. 100378) DISCUSSION: Growth within west Fort Worth and its Extra Territorial Jurisdiction (ETJ) requires the installation of pump stations,water storage facilities and transmission mains in order to provide reliable water service to existing and proposed developments and as required for compliance with state regulatory requirements related to public water system design and operations. On November 17, 2015, the City Council approved the construction of a booster pump station to provide service to portions of the Walsh Ranch and Morningstar developments. This Mayor and Council Communication provides for the construction of a one million gallon elevated water storage tank which will be connected to the existing pump station for improved levels of service. Construction of the project was advertised for bid on November 15,2018 and November 22,2018 in the Fort Worth Star-Tele rcraam. On December 20, 2018 the following bids were received: BIDDER AMOUNT TIME OF COMPLETION Landmark Structures'! LP $2,752,00 7 0.00 465 Calendar Days Phoenix Fabricators and Erectors, Inc. $2,933,560.00 Caldwell Tanks, Inc. $3,247,000.00 http://apps.cfwnet.org/ecoune,il/priatme.asp?id-26699&print=true&D ocType=Print 2/6/2019 In addition to the contract cost, $194,332.00 is required for Project Management, inspection and material testing and $82,560.00 is provided for project contingency. This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP)will be used to provide interim financing for this project until debt is issued.To the extent resources other than the Water and Sewer portfolio are used to provide interim financing,the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio (currently approximately one- percent annually). Should the City's portfolio not support the liquidity needed to provide an interim short- term financing source, another funding source will be required,which could mean issuance of securities under the CP Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. associatedOnce debt l project is sold, d proceeds will ed o reimburse the Water Sewer portfolio a d he City's Portfolio in accordance dance with the attachedS Reimbursement esolution and The City Council adopted the Water Department's Fiscal Year 2018-2022 Five Year Capital Improvement Plan on September 26,2017.This City Council adopted plan includes this specific project,with funding identified through the CP program to be reimbursed with future revenue bonds. In accordance with the provisions of the Financial Management Policy Statement, Staff anticipates presenting revenue-supported debt issuances to the City Council for consideration within the next three years. This debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur,the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through budgetary methods.Adoption of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax-exempt bond proceeds. Construction is anticipated to commence in April, 2019 and be completed by April, 2020.This project will have no impact on the Water Department's Operating Budget when complete. M/WBE OFFICE: Landmark Structures 1, L.P., is in compliance with the City's BDE Ordinance by committing to five percent MBE participation on this project.The City's MBE goal on this project is five percent. The project is located in COUNCIL DISTRICT 3 and the City's Extra Territorial Jurisdiction. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in Water & Sewer Commercial Paper Fund for the Westside V Part 1 One Million Gallon Elevated Water Storage Tank Project,The Water and Sewer Commercial Paper Fund includes authority of$150,000,000.00 for the purpose of providing interim funding for Water and Sewer Capital Projects. After this transfer, the balance will be$80,967,788.00 for future capital projects. Funding for the Westside V Part 1 One Million Gallon Elevated Water Storage Tank and Water Main Project is as depicted below: Existing Additional project Total* FUND Appropriations Appropriations Water/Sewer Bond 2016 Fund - $256,110-00 $0.00 $256,110.00 56005 Water& Sewer Bond 2017A $893,100.00 $0.00 $893,100.00 Fund -56011 W&S Capital Project 2018 $600,000.00 $0.00 $600,000.00 Fund - 56014 Water& Sewer Commercial $3,428,082.00 $3,028,892.00 $6,456,974.00 Paper Fund 56016 Project Total $5,177,292.00 $3,028,892.00 $8,206,184.00 http://apps.cfwnet.org/ecouncil/printinc.asp?id=26699&print=true&Do eType—Print 2/6/2019 * Numbers rounded for presentation. FUND IDENTIFIERS FIDS : TO JF-u--n-dD6pa rtment ccoun Project Program ctivity Budget Reference 2 moon ID ID _ Year (Chartfield 2) FROM �__ _ � —_� Fund Department ccoun Project ProgramActivity BYear tje re n(Chartf efd 2) moon CERTIFICATIONS: .lay Chapa (5804) Submitted for City Mang er's Office b Chris Harder (5020) Ori i iating Department Head: Rakesh Chaubey (6051) Additional Information Contact: ATTACHMENTS 1. 60WSIDEVIIESTANK-LSTR CTURES-REIMB RESOLUTION.docx (Public) 2. 80WSIDEVPIESTANK-LSTRUCTURES1 Compliance Memo. df (CFW Internal) 3. 60WSIDEVPIESTANK-LSTRUCTURES1 FID Table Dan .doex (CFW internal) 4. 60WSIDEVP ESTANK-LSTRUCTURES1 Form 12U5 2018-435173 Redacted. df (Public) 5. 60WSIDEVPIEST ANK-LSTRUCTURESI Ma df (Public) 6. 60WSIDEVPIESTANK-LSTRUCTURES1 SAM. df (CMInternal) 7. 60WSIDEVPIEST ANK-LSTRUCTURESI 56016 A019.docx (Public) http://apps.cfwnet.org/ecouncil/prilitme.asp?id=26699&prin.t=true&DocType=Print 21612019 0005 10-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page I of 1 1 SECTION 00 0510 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 (Assembler: For Contract Document execution, remove this page and replace with the approve 7 M&C for the award of the project M&C insert shall be on blue paper_] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION WESTSIDE V-PART 1 -ELEVATED STORAGE TANK CITY OF FORT WORTH City project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 ADDENDUM NO.1 CITY OF FORT WORTH WATER DEPARTMENT WESTSIDE V—PART 1—1.0 MILLION GALLON ELEVATED STORAGE TANK City Project No.100378 Addendum No.1.Issue Date: December 18,2018 Bid Receipt Date:December 20,2018 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents(inside). Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. CLAIUM ATIONS • Project Specific Note##14(the second one)on Sheet G1 and fencing Note#2 on Sheet Cl indicate that temporary fencing is required for the entire work site. SPECIFICATIONS • Specification 00 2113—Instruction to Bidders o Delete Sections 3.1.1,3.1.2,and 3.1.3 and Replace with the following- 3.1.1 ollowing3.1.1 Paving—Requirements document located at; htk s;l/ ro' oint.buzzsaw.com/fortworth ov/Resources/02%20- %20Construction%20Documents/Contractor%20Pr ualification/TPW%20Pavjn /©20Cont:actor%20Pre ualibcation%20Pro an:IPRE UALIk'1CATIaN%20R EQUMMENUS%20FOR%20PAV —C,--(CONTRACTORS.pdr?public 3.1.2 Roadway and Pedestrian Lighting--Requirements document located at; has , o'ect oint buzzsaw.com/fortworth Ov/R.esources/02%20- %20Construction%20Documents/Contractor%o2 PPre ualifioatiowTPW%20Road wa /o20and°/a20Pedestrian°/820Li tin %20Pre ualification%20Pro ram/STRE ET%20L1GH°l%201'RE UAL%20RE MNT$. df? ublic 3.1.3 Water and Sanitary Sewer—Requirements document located at; bttps://pi olootpoint buzzsmu corn/foWResaurces/02%20- %2 Construction%20Dactunents/Contras or°°26Pre ualification/Water%20and %20Sani#a' /o20Seweeo2OPre ualifcation%20Pro am/Water%20and%20sanit a %20sewcr%20consteuction%20- %20oontractor%20 re ualification°°20re uirements.doc7 ublic • Specifieation 0150 00 Temporary Facilities and Controls o Delete the two sentences in Section 1.4.C.7 and Replace with the fallowing: ADDENDUM NO.1 ADDENDUM No.1 "Afield office is not required for this project." Specification 09 9714—Steel Water Storage Tank Painting o Add Section 3.3.0 as follows: C. Containment 1. Control emissions from abrasive blasting in accordance with 34 TAC,Rules 111.135 or Rule 111.137. 2. Ensure that no spent cleaning blasting debris, dust, overspray, coating droplets, or emissions of any kind escape to the atmosphere,the base of the tank,or adjacent building,private property,worksites and parking lots. • Specification 33 16 19--Composite Elevated Water Storage Tank o Daletc Section 2.2.C.1.c.3 and 2.2.C.1.c.4 and Replace with the following. 2.2.C,1.c.3)grade slab 1072.50 R 2.2.C.I.c.4)final ground .Per site grading plan o Delete Section 2.3.J.1 and Re lace with the following: 1. Provisions for future communication and antenna cable routing are not required for this project. o Delete Section 2.3.x.1 and Reface with the following: 1. Antenna conduit slots and feed tln-u plates are not required for this project. CONSTRUCTION PLANS o Sheet GI o Add Note 19 under Project Specific Notes to read as follows: "19.Contractor will access the elevated storage tank site using a Proposed 24' Temporary Construction Access Easement from the north side of the Beggs property. This casement is anticipated to eafpire on April 15,2020.It is the intent that contractor uses the proposed access road from FM 3325 if the access easement expires prior to completion of the tank project." o Add Note 20 under Project Specific Notes to read as follows: "20.The 24'Temporary Construction Access Easement road is provided as is.The road currently provides access for existing gas well operations and maintenance equipment.Any improvements required to facilitate elevated storage tank construction equipment throughout the duration of the project will be the responsibility of the Contractor and should be included in the lump sutra bid.No additional payment will be allowed for access road improvements." ADDENDUM No.1 ADDENDUM NO.1 All other provisions of the contract documents,plans and specifications shall remain imohanged, Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid submittal. Christopher Harder,P.B. RECBiPTACKNOWLEDGED: Director,Water Department By. * �- ('1 G, By: Christopher Harder,P.E. ADDENDUM NO.1 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of WESTSIDE V—PART 1 — 1.0 MILLION GALLON 6 ELEVATED STORAGE TANK—CITY PROJECT NO. 100378 will be received by the City of 7 Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth,Texas 76102 December 20,2018,and bids will be opened publicly and read 13 until 1:30 P.M. CST,Thursday, 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 1.0 MG AWWA D107 Composite 18 Elevated Storage Tank, associated site work,and associated yard piping consisting of installation 19 of approximately 230 LF of 24"Water Line(Restrained Joints)by Open Cut and appurtenances. 20 21 PREQUALIFICATION 22 The improvements included in this project must be performed by a contractor who is pre- 23 qualified by the City at the time of bid opening.The procedures for qualification and pre- 24 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS, 25 Furthermore additional re uirements for re ualification re ardinp,the construction of a 26 1.0 MG AWWA D107 composite elevated storage tank are re uired. Pre ualification 27 submittals shall be in accordance with Section 00 2113--Instructions to Bidders Section 00 28 45 11—Bidder Pregualifications, and Section 33 16 19. Failure to com l with the 29 pregualification re uirements set forth shall result in the rejection of the bid as no 30 responsive. 31 32 DOCUMENT EXAMINATION AND PROCUREMENTS 33 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 34 of Fort Worth's Purchasing Division website at http•//www fortworthtexas. ovlpurchasing/and 35 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 36 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 37 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 38 Parties Form 1295 and the form must be submitted to the Project Manager before the 39 contract will be presented to the City Council. The form can be obtained at 40 ha)s://www.ethics.state.tx.us/tec/1295-Info.htm. 41 42 Copies of the Bidding and Contract Documents may be purchased from Kimley-Horn which is 43 located as follows: Suite 1300, 801 Cherry Street, Unit 11,Fort Worth,TX,76102 44 45 The cost of Bidding and Contract Documents is: 46 Set of Bidding and Contract Documents with half size drawings: $60 47 48 PREBID CONFERENCE CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22,2016 00 11 13-2 INVITATION TO 13IDDERS Page 2 of 2 I A prebid conference may be held as described in Section 00 21 13-INSTRUCTIONS TO 2 BIDDERS at the following location, date,and time: 3 DATE: December 4, 2018 4 TIME: 10:00 A.M. 5 PLACE: 12200 Old Weatherford Road 6 Fort Worth,Texas 76008 7 LOCATION: Westside Plant Conference Room 8 9 10 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 11 City reserves the right to waive irregularities and to accept or reject bids. 12 13 INQUIRIES 14 Ali inquiries relative to this procurement should be addressed to the following: 15 Attn: David Townsend,P.E.,City of Fort Worth 16 Email: David.Townsend@fortworthtexas.gov 17 Phone: 817-392.8430 18 AND/OR 19 Attn: Jenifer Tatum,P.E.,Kimley-Horn and Associates, Inc. 20 Email: Jenifer.tatum@kimley-horn.com 21 Phone: 817-335-6511 22 23 ADVERTISEMENT DATES 24 November 15, 2018 25 November 29, 2018 26 27 END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22,2016 City Project No. 100378 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 I SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00-GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company,association, or corporation acting 12 directly through a duly authorized representative,submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person,firm,partnership,company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving—Requirements document located at; 40 #I# _'' _ 1=bu97_saW:eetl€�8 41 42 43 44 45 htWs: ro'ec oint.buzzsaw.com/fortworth ov esources/02°/20- 46 %20Construction%20Documents/Contractor%20P edualiftcationlTPW°/20Pavin 47 � %20Cmt actor%20Pre�ualification°o20Pro. am/PREOUALIFICATION°o20RE0 48 UIREMENTS%20FOR°/o20PAVING%2000NTRACTORS. ctP ublic 49 CITY OF FORT WORTkI WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No.i 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 oiF 10 1 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 2 3 4 5 6 7 htt s:// roec oint.buzzsaw.com/fo rth ov/Resources/02%20- 8 Q %20Construction 220DOcumcn Contractor%2OPr alificatio VTP�°20Roadwa /°20and°.20Pedestrian° I, tin %2OPre ualification%20P o anVSTRE % 10 20LIGHT%20PREOUAL%20REQMNTS.I)df9ublic 11 12 3.1.3. Water and Sanitary Sewer—Requirements document located at; 13 14 lfnn rr , rtv 15 6 aaa 17 18 h s:/l ro ec oin uzzsaw.com/fortworth ov/Resources/02°°20- 19 °/a20Constructi °/20Documents/Contractor° 20b: alification/Water%20and° 2 20 Q 0Sanitarv%o20Sewer%20Prec1_uaiifieation%20Program/Water%20and%20 anitary%° 21 20 wer%20construction°020- 22 ° 0contractor°/2 r uglification%20re uirements, oc. u lic 23 24 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 25 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 26 45 11,BIDDERS PREQUALIFICATIONS. 27 28 3.2.1. Submission of and/or questions related to prequalification should be addressed to 29 the City contact as provided in Paragraph 6.1. 30 31 32 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 33 bidder(s)for a project to submit such additional information as the City, in its sole 34 discretion may require,including but not limited to manpower and equipment records, 35 information about key personnel to be assigned to the project, and construction schedule, 36 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 37 deliver a quality product and successfully complete projects for the amount bid within 38 the stipulated time frame.Based upon the City's assessment of the submitted 39 information, a recommendation regarding the award of a contract will be made to the 40 City Council. Failure to submit the additional information,if requested,may be grounds 41 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 42 notified in writing of a recommendation to the City Council. 43 44 3.4.In addition to prequalification, additional requirements for qualification may be required 45 within various sections of the Contract Documents. 46 CITY OF FORT WORTH WESTSIDE V-PART] -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 City Project No.10037$ ADDENDUM No. 1 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 3.5.Special qualifications required for this project include the following: Bidder shall 2 provide pre ualification submittal for the construction of a 1 MG AWWA D107 3 composite elevated stora-Ze tank. Prequalification submittal shall satis all 4 requirements set forth in Part 1.9 of Section 33 16 19. Precl nalification submittal 5 shall also meet requirements set forth in Section 00 45 11 and be submitted to the 6 City no later than end of business fourteen 14 days prior to Bid Opening. An bid 7 not satisfying these re uirements shall be rejected as non-res onsive. The City will S provide a list of prequalified tank contractors seven 7 da s prior to the date of the 9 opening of the bids. 10 11 4. Examination of Bidding and Contract Documents,Other Related Data, and Site 12 13 4.1.Before submitting a Bid,each Bidder shall: 14 15 4.1.1. Examine and carefully study the Contract Documents and other related data 16 identified in the Bidding Documents (including"technical data"referred to in 17 Paragraph 4.2.below).No information given by City or any representative of the 18 City other than that contained in the Contract Documents and officially 19 promulgated addenda thereto,shall be binding upon the City. 20 21 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 22 site conditions that may affect cost,progress,performance or furnishing of the 23 Work. 24 25 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 26 progress,performance or furnishing of the Work. 27 28 4.1.4.Study all: (i)reports of explorations and tests of subsurface conditions at or 29 contiguous to the Site and all drawings of physical conditions relating to existing 30 surface or subsurface structures at the Site(except Underground Facilities)that 31 have been identified in the Contract Documents as containing reliable"technical 32 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 33 at the Site that have been identified in the Contract Documents as containing 34 reliable"technical data." 35 36 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 37 the information which the City will furnish.All additional information and data 39 which the City will supply after promulgation of the formal Contract Documents 39 shall be issued in the form of written addenda and shall become part of the Contract 40 Documents just as though such addenda were actually written into the original 41 Contract Documents.No information given by the City other than that contained in 42 the Contract Documents and officially promulgated addenda thereto, shall be 43 binding upon the City. 44 CITY OF FORT WORTH WESTSIDB V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No.1 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.6.Perform independent research, investigations,tests,borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations,tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations,investigations,tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information I 1 required to make a proposal.Bidders shall rely exclusively and solely upon their 12 own estimates,investigation,research, tests,explorations,and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima-facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors,ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of. 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings,if any,on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures(except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents,butthe"technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any"technical data" or 44 any other data,interpretations, opinions or information. 45 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No.I 0021 13-5 INSTRUCTIONS TO BIDDERS Pages oft 0 1 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 2 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means,methods,techniques,sequences or 5 procedures of construction(if any)that may be shown or indicated or expressly required 6 by the Contract Documents, (iii)that Bidder has given City written notice of all 7 conflicts, errors,ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc.,have not been resolved through the interpretations by City as described in 10 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 15 biphenyls (PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work,Etc. 20 21 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities,construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 32 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM Na.I 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 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 12 200 Texas Street 13 Port Worth,TX 76102 14 Attn: David Townsend,P.E.,City of Fort Worth 15 Fax: 817-392-8195 16 Email:David.Townsend@fortworthtexas.gov 17 Phone. 817-392-8430 18 19 20 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3.Addenda or clarifications may be posted via Buzzsaw at 24 h s:// roiec oint.buzzsaw.com/fortworth ov/lnfrastructure%20Projects/100378%20- 25 0 20Westside%20V%20EIevatedl/2OStora a%2OTank° 0and%2OWaterlo2OMain/Bid 26 %20Documents%20Package? ublic. 27 28 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 29 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 30 Project. Bidders are encouraged to attend and participate in the conference, City will 31 transmit to all prospective Bidders of record such Addenda as City considers necessary 32 in response to questions arising at the conference. Oral statements may not be relied 33 upon and will not be binding or legally effective. 34 35 36 37 38 7. Bid Security 39 40 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 41 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 42 the requirements of Paragraphs 5.01 of the General Conditions. 43 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No.1 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 S. Contract Times 10 The number of days within which, or the dates by which,Milestones are to be achieved in I I accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal"items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6,05A., 6.05B.and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate.The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised August 21,2015 ADDENDUM No.1 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 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 Purchasing Manager of the City, and shall be enclosed in an opaque scaled 46 envelope,marked with the City Project Number,Project title, the name and address of 47 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation"BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No. l 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are 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 WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00378 Revised August 21,20I5 ADDENDUM No.1 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 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 upol>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 WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2015 ADDENDUM No.1 003513-1 CONFLICT OF RUEREST AFFIDAVIT Page I of I 1 SECTION 00 3513 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder,offeror or respondent(hereinafter referred to as"You')to a City of Fart Worth 5 procurement may be required to complete a Conflict of interest Questionnaire(the attachcd CIQ 6 Form.)and/or a Local Government Officer Conflicts Disclosure Statement(the attached CIS 7 Form)pursuant to state law.You are urged to consult with counsel regarding the applicability of 8 these forms to your company. 9 10 The referenced forms may be downloaded from the links provided below. 11 12 http:l/www.ethics.state.tx us/forms/CLQ.pdf 13 14 htto:r/www.ethics.state.tx.uslfolms/CIS.udf 15 16 17 Q CIQ Farm does not apply 18 19 0 CIQ Form is on file with City Secretary 20 21 Q CIQ Form is being provided to the City Secretary 22 23 ® CIQ Form does not apply 24 25XD CIS Form is on File with City Secretary 26 27 CIS Form is being provided to the City Secretaty 28 29 30 31 BIDDER: 32 33 Landmark Structures 1,L.P. By: William 0.Fields,Jr. 34 Company (Please Print) 35 36 1665 Harmon Road Signature 37 Address 38 Vice President of Landmark Structures 39 Fort Worth,Texas 76177 Title:.Management Inc.,General Partner 40 City/State/Zip (Please Print) 41 42 43 END OF SECTION CITY OF PORT WORTH WESTSIDE V-PART 1-ELEVATED STORAM TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 21,2018 CONFLICT OF INTEREST OUESTIONNAIRE FORM CICS For vendor doing business with local governmental entity This questionnaire reflects changes made to the law by H.B.23,84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being flied in accordance with Chapter 176,Local Government Code,by a vendor who Date Received has o business relationship a; danmd by SecliDr, 175,DO1(I a)wlih a local governmental onlay and the vendot ammis tequhemtmis under Section 176.006(a). By law this questionnatra muss be filed with the records administrator of the focal governmental entity not later than the AN buglneas day after Itis dale the vendor becomes aware of facts that require the statement to be tiled. See Section Local Government Code. A vendor commits an offense it the vendor knowingly violates Section 176.006,Local Government Code.An offenss under this sadWn is a m€sdemeanor. 1 Name of vendor who has a business relationship with local governmental entity. Landmark Stuctures I,L.P. 2 t E Ch"k tuts box It you aye filing an update to a previously flied questionnaire.(the law requires that you file an updated t—�t completed questionnaire with the appropriate filing au.lhnrity Plot laler than tha M business day after the date on which you became aware that the originally filed questionnaire was incomplete or Inaccurate.) 3 Name of local government officer about whom the Information Is being disclosed. None Name of Officer 4J Describe each employrnant or other business relationship with the local government officer,or a family member of the officer,as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Coinplete svi>pa its A and B for each employment or business relationship described. Attach additional pages to this Form CIO as necessary. None A. is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income,from the vendor? Yes 0 No $. 1&the vendor receiving or likely to receive taxable income,other than investment income,from ur si the direction o1 the[owl government officer or a family_ member of the officer AND the taxable income is rat rer dived from the local governmental entity? Il Yes F-1 No s Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity v4t41 respect to which tho heal government officer serves as an officer or director,or holds an ownership Interval of tine porcent or more. �6 None [ Check this box if the vendDr has given the local government officer or a family member of the officer one or more gifts ns de=lbad In Sectfcn 176.003(a)(2)�B),excluding gifts described in Section 176.0133(a-1). -T � William O.Fields,Jr. Sfgn ure of vendgr dein"busingss with the?govemmentai entity Paw Vice rest ent 3 Lary ..a 5tructurts ane ement Inc. General Partner Form provided by Texas Ethics Conimission www.ethfcs.stato.tx.us Revised 11/30/2016 CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with Total governmental entity A complete copy of Chapter 176 of the Local Government Code maybe found at http:Nwww.statUtes.legis.state.tx.us/ Docs/LG/htmfLG.176.htm. For easy reference,below are some of the sections cited on this form. Local Government Code 176.001 1-a :"Business relationship"means a connection between two or more parties based on commercial activity of one of the parties. The term does not include a connection based on: (A) a transaction that is subject to rate or fee regulation by a federal,state,or local governmental entity or an agency of a federal,state,or local governmental entity; (B) a transaction conducted at a price and subject to terms available to the public;or (C) a purchase or lease of goods or services from a person that is chartered by a state or federal agency and that is subject to regular examination by,and reporting to,that agency. Local Government Code.4 176.003 a 2 A and B (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor, (B) has given to the local government officer or a family member of the officer one or more gifts that have an aggregate value of more than$100 to the 12-month period preceding the date the officer becomes aware that: (I) a contract between the local governmental entity and vendor has been executed;or (ii) the local governmental entity is considering entering into a contract with the vendor. Local Government Code 9 176.006(al and(ate (a) Avendor shall file a completed conflict of interest questionnaire if the vendor has a business relationship with a local governmental entity and: (1) has an employment or other business relationship with a local government officer of that local governmental entity,or a family member of the officer,described by Section 176.003(a)(2)(A); (2) has given a local government officer of that local governmental entity,or a family member of the officer,one or more gifts with the aggregate value specified by Section 176.003(a)(2)(B),excluding any gift described by Section 176.003(a-1);or (3) has a family relationship with a local government officer of that local governmental entity. (a-1) The completed conflict of interest questionnaire must be filed with the appropriate records administrator not later than the seventh business day after the later of: (1) the date that the vendor: (A) begins discussions or negotiations to enter into a contract with the local governmental entity;or (B) submits to the local governmental entity an application,response to a request for proposals or bids, correspondence, or another writing related to a potential contract with the local governmental entity;or (2) the date the vendor becomes aware: (A) of an employment or other business relationship with a local government officer,or a family member of the officer,described by Subsection(a); (B) that the vendor has given one or more gifts described by Subsection(a);or (C) of a family relationship with a local government officer. Farm provided by Texas Ethics Commission vvww.othlcs.state.tx.us Revised 11/30/2015 CERTIFICATE OF INTERESTED PARTIES Falzivr 1295 laf�. Complete Nos,A-4 and 6 if there are interested parties, OFFICE USE ONLY Complete Nos,1,2,3,5,and 6 if there are no interested parties, CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. Landmark Structures I, L.P. 2018-435173 Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for w ich t e form is 12118/2018 being filed. City of Fort Worth Date Acknowledged: 3 Provide the Identification number used by the governmental entity or state agency to track or identify th a contract,and provide at description of the services,goods,or other property to be provided u ndeF tfle rantracf. City Project No 100378 Westside V-Part 1-1.0 Million Gallon Elevated Storage Tank 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary 5 Check only it there is NO Interested Party. X 6 UNSWORN DECLARATION Mytiame is William O.I fields Jr. and my date of birth is V----,address is 1665 Harmon Road _ Fort Worth TX 76177 USA (stroet) (city)( (state) (ziprode) (country) 1 declare under penalty of perjury that the foregoing is true and correct, Executed in Tarrant county, state of Texas on the ay of Dacembet',201&__. (month) (year) L[Jri � Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission wwW,ethics.stftle.tx.us Version V1.0,6711 oo 41 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 200 Texas Street City of Fort Worth,Texas 76102 FOR: Westside V-Part I-1.0 Million Gallon Elevated Storage Tank City Project No.: 100378 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City In the form included In the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time Indicated In this Bid and In accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS,including without limitation those dealing with the disposition of Bid Bond. 2,2, Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association,organization,or corporation. 2,4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2,5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices In competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an Intentional misrepresentation of facts made(a)to Influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c."collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which Is to establish Bid prices at artificial,non-competitive levels. d. "coercive practice"means harming or threatening to harm,directly or indirectly,persons or their property to influence their participation in the bidding process or affect the execution of the Contract. WESTSIDE V-FART'I-ELEVATED STORAGE TANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Clly Protect No.100378 Form Revised 20150821 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequallfied contractors and subcontractors: a. Water Transmission:,Development,24-Inches and smaller b. Concrete Paving Construction(Less than 15,000 square yards) c. Elevated Tank Prequalification The prequalified 1 MG AW WA D107 composite elevated storage tank contractor is: Landmark Structures I,L.P. Failure to list the prequalified tank contractor shall result in the rejection of this bid as non-responslve. 4. Time of Completion 4.1. The Work will be substantially complete within 420 days after the date when the the Contract Time commences to run as provided In Paragraph 2.03 of the General Conditions. 4.2, The Work will be complete for Final Acceptance within 465 days after the date when the the Contract Time commences to run as provided In Paragraph 2.03 of the General Conditions. 4.3. Bidder accepts the provisions of the Agreement as to ilquidated damages in the event of failure to complete the Work{and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Sid The following documents are attached to and made a part of this Bid: a. This Bid Form,Section 00 4100 b. required Bid Bond, Sectfon 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form,Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit,Section 00 35 13 *If necessary,CIQ or CIS farms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20150821 City Project No.100378 00 41 00 BID FORM Page 3 of 3 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, 7. Bid Submittal This Bid Is submitted on December 20,2018 by the entity named below. Respec submitted, Receipt is acknowledged of the Initial following Addenda: By. Addendum No. 1: (Signature) Addendum No.2: Addendum No.3: William O. Fields Jr. lAddendum No.4: (Printed Name) Title: Vice President of Landmark Structures Management Inc., General Partner Company: Landmark Structures I,L.P Corporate Seal: Address: 1665 Harmon Road Fart Worth,Texas 76116 State of Incorporatlon: NIA Email: estimatin teamlandmark.com Phone: 817-230-8847 END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1 ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Form Revised 20150821 LANDMARK STRUCTURES MANAGEMENT INC. The u>ldersignerd,being ali of the directors of LANDMARK SI umRES MANAGEMENT MG.,do horeby fake the following aatfon bywritten consent pursuant to the provisions of Section 141,(f)of the Genesi CorPoratcion Lava of the State of Delaware. sA 0110an Ofth-8 foflewing RnsoRrtlons: WHEREAS,Landmark Structures Management Inc.(the"Company")is the general partner of Landmark Structures 1,LP;and WHEREAS,the Company from tirne to UMO submits hl4s and negotiates contracts and enters Into coritracts for and on behalfof Landmark Structures I,LP;and WHEREAS,thea CerrrpMy Wishes to nuthorixe i�h-r}stopher Larmm,President athe CninpariY,and William O.Flelds,Jr,Vice President of the Company,to undertake such activities On behalf of the Company acting as general partner,and on hehatf oaf tar idmar-k Structures 1, LP;and WHEREAS,-the Comparryudishes to extend autharay'to each of Chrlstorher Lamon and William 0.Ffelds Jr.to tako such activn without the necessity of the joinder of the other in $"Itting bl&arnd Oegctlating contracts and entering Into contracts on behalf of Landmark Structures 1,LPI; N.DW,T"EREFORE,BE tT RESOLVED tNt ChristoPher Lamoni and William 0,Fields,Jr., acting without the loinder of the other,are authorized as follaww. a} to submit bids andlor to negotiate contracts andjorto ernter into can'iracts for and on behalf of laridmarl�Strvctures 1,LP,-and bj to execute and deliver such dficuments acid to take such other actions as he canMders rieces.-5ary or advisable to glva effect to this resolution and the irj*�actjo ns provided frit'hamin. 'BE IT FURTHER RESOLVED,that any bid suhmitted and/or any cantraut negotiated and/or any contract entered into by Chr}sfopher l anion as President ofthe Companyor llffam O.fields''r.,Vfce President Of the Company,as witnessed by his signature-thereto is harnby reersgnixed as binding upon Landmark Structures},f p, paw, Dated: March 23,2017 OhrMopher Lamgn $usim Lamon tf m(),4r40I-4—Sj,-. 00 42 43 aIDPROPOSAL Page 1 of l SECTION 00 42 43 PROPOSAL FORM LUMP SUM PRICE BID Bidder's Application Project Item Information Bldder's Proposal Bidllst Description Specification Unit of Bid Unit PBid Value Item ist Section No. Measure Quantit Nod rice 1 MG ELEVATED STORAGE TANK AND SITE IMPROVEMENTS Elevated Storage Tank-Construction of a 1.0 MG Composite Elevated Storage Tank and all appurtenances,foundation,excavation,painting,and 1 any other Improvements not specifically identified In the Various LS 1 other lump sum items,Including all equipment,materials and services required In accordance with the Contract Documents. $2,202,000.00 $2,202,000.00 Electrical-Construction and installation of all electrical, 2 control,and instrumentation Improvements Including all Various LS 1 equipment,materials and services required in accordance with the Contract Documents. $150,00o.00 $150,000.00 Yard Piping-Construction and installation of all yard 3 piping Improvem ants and associated appurtenances Various L5 1 Including all equipment,materials,and services in accordance with the Contract Documents. $231,000.00 1 $231,000,00 Trench Safety-All trench safety measures related with 4 the construction of the work In accordance with the 330510 LS 1 C $1,774.75 $1,774.75 Contract Documents. Site Improvements-construction and installation of all site Improvements including site preparation,site 5 grading,fencing,surface.restoration,paving Various LS 1 Improvements Including all equipment,materials,and services to accordance with the Contract Documents. $150,000.00 $150,000.00 6 ALLOWANCE-Tri-County Electric Cooperative 26 05 00 LS 1 $17,225.25 $17,225.25 Allowance TOTAL(Tank and Site Improvements) Bid Summary Total Base Bldl $2,752,000.00 Total Bid $2,752.000.00 END OF SECTION CTIYOFFORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION 1)GCU,4IENTS C1grPmject No.]00378 Form Revised 20120120 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 Code Chapter 2252 was adopted for the award of contracts to nonresident bidders.This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas)bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business 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 cheek the box In Section B. A. Nonresident bidders in the State of ,our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of ,our principal place of business, are not required to underbid resident bidders. B. The principal place of business f our company or our parent company or majority owner is in the State of Texas. BIDDER: Landmark Structures I, L.P By: William O.Fields,Jr. 1665 Harmon Road Fort Worth,Texas 76116 (Signature} Title: Vice President of Landmark Structures Management Inc,General Partner Date: �� END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Protect No.100378 Form Revised 20110627 0045 11-1 BIDDERS PREQUALIFICATIONS Page] of3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. For Special Qualifications,the information must be 15 submitted no later than the end of business fourteen 14 Jays prior to bid oineninst. In 16 order to expedite and facilitate the approval of a Bidder's Prequalification Application,the 17 following must accompany the submission. 18 a. A complete set of audited or reviewed financial statements. 19 (1) Classified Balance Sheet 20 (2) income Statement 21 (3) Statement of Cash Flows 22 (4) Statement of Retained Earnings 23 (5) Notes to the Financial Statements,if any 24 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 25 of Incorporation,Articles of Organization, Certificate of Formation,LLC 26 Regulations, Certificate of Limited Partnership Agreement). 27 c. A completed Bidder Prequalification Application. 28 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 29 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 30 number visit the Texas Comptroller of Public Accounts online at the 31 following web address www.window.state.tx.us/tax ermit/and fill out the 32 application to apply for your Texas tax ID. 33 (2) The firm's e-mail address and fax number. 34 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 35 is used by the City for required reporting on Federal Aid projects.The DUNS 36 number may be obtained at wwwAnb.com. 37 d. Resumes reflecting the construction experience of the principles of the firm for firms 38 submitting their initial prequalification. These resumes should include the size and 39 scope of the work performed. 40 e. Other information as requested by the City. 41 42 2. Prequalification Requirements 43 a. Financial Statements. Financial statement submission must be provided in 44 accordance with the following: 45 (1) The City requires that the original Financial Statement or a certified copy 46 be submitted for consideration. WESTSIDE V-PART I-ELEVATED STORAGE TANK CITY OF FORT WORTH City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 goad standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact,independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital=current assets—current 26 Iiabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalifcation Application, A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATFD STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 City Project No.100378 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTHwESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July t,2011 004512 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying he prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed. Prequalification Major Work Type ContractorlSubcontractor Company Name Expiration Date Water Transmission, Aril 30,2019 [Development,24-Inches and North Texas Contracting Inc. p smaller Concrete Paving Construction SYg Construction Co.Inc. October 1, 2019 (Less than 15,000 square yards) Special Prequalification N/A (Elevated Storage TankLandmark Structures 1, L.P. 331619 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Landmark Structures 1, L.P r: William O.Fields,Jr. 1665 Harmon Road (Signature) Fort Worth,Texas 76116 Title: Vice President of Landmark Structures Date: END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1-EL1 UC ty P of oRAGE TANK at No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 FoRTWORTH SECTION 00 4513 lroo"�BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership General Partnership Name under which you wish to qualify Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH,TEXAS 76 102--63 11 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be Ieft blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur-Boring- Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60--inches,and 350 LF or less Tunneling-36-Inches—60--inches, and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution,Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller X Water Transmission,Development, 24-inches and smaller Water Transmission, Urban/Renewal,24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission,Urban/Renewal,42-inches and smaller Water Transmission, Development,All Sizes Water Transmission, Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, I8-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00378 Revised December 20,2012 00 45 13-3 BIDDER PRFQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System,-Development, 8-inches and smaller Sewer Collection System,Urban/Renewal, 8-inches and smaller Sewer Collection System,Development, 12-inches and smaller Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal,42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) X Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting WESTSIDE V—PART 1—ELEVATED STORAGE TANK CITI OF FORT WORTH City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 0045 13-4 BIDDER PRFQUALIFICATION APPLICATION Page orb 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH WESTSIDF V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 City Project No.100378 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so,when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF N WHAT NAME OFFICE EXPERIENCE WORK 13. If any owner, officer, director, or stockholder of your firm is an employee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer,stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. WESTSIDE V—PART I—ELEVATED STORAGE TANK CITY OF FORT WORTH City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 004513-6 BIDDEN PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK tj PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Isartnershi g p p general, limited, or registered limited Vice Presidents liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WESTSIDE V—PART I—ELEVATED STORAGE TANK Revised December 20,2012 City Project No.100378 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 t2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL, Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification.In the description include,the manufacturer, model, and general common description of each. wESTSIDE V—PART I—ELEVATED STORAGE TANK CITY OF FORT WORTH City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 0045 13-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PRE QUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force,necessary to verify said statement, being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalifcation Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer,director, or stockholder or relative thereof. CITY OF FORT WORTH WF.STSIDE V._PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 City Project No.100378 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 100378.Contractor further certifies that,pursuant to Texas Labor Code,Section 6 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. s 9 CONTRACTOR: to 11 Landmark Structures I L.P. By: lillllliam O(Please Print) 12 Company 13e; 14 1665 Marmon Rd. Signature: Gel.+ 15 Address !lice President of Landmark Structures 16 Management Inc,General Partner 17 Fort Worth TX 76177 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 - 25 BEFORE ME,the undersigned authority,on this day personally appeared, 26 William O.Fields Jr. ,known to me to be the person Whose name is 27 subscribed to the foregoing instrument,and acknowledged tome that he/she executed the same as 28 the act and deed of Landmark Structures I,L.P. for the purposes and 29 consideration therein expressed and in the capacity therein stated. 34 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 32 ,2018. 33 - 34 35 Ootar�P�ublicin and for the State of Texas 36 37 A 38 END OF SECTION EItH 11tEYIN[O E� *3 MyW>ar1 ion tt3aors4 3 � F,xpiles Duns 3,211t9 39 CITY OF FORT WORTH WESTSIDE V-PART 1-ELFVATED STORAGE TANK City Project No,100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 004540-I Minority Business Enterprise Specifications Page I oft 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 if the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and I 1 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS of the total bid value of the contract (Base bid applies to Parks 44 The City's MBE goal on this project is 5% 15 and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 18 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation, or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF RE UIRED DOCUMENTATION 29 The applicable documents must be received by the Purchasing Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the specifications. Thc,Offeror shall. 31 de-hyer the hrlBE documentation ill perscul to lite appr'opriatc eFnpicryee of die purchasing, division and 32 c1#',tliitt a clateltulte reccil7t_ St1cl1 1`eceipt 5hail Ixc ev1t1+,:Itce that ii ie 0 t 17cceived the dooLiinentsiinrt in Ilt� 33 tion+.:i1llocatecl- A faxed antllnr entailed copy will 310t be Itcccpted, 34 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than stated oal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/ upplier work: date. 35 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECI FICATION DOCUMENTS Ci[y Project No.100378 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page2 of2 1 5. Joint Ventnre Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FORA PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR 6 PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions,Please Contact The M1WBE Office at(817)212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project TJo.100378 Revised June 9,2015 l 005243-1 Agreement Page 1 of 6 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT,authorized on of Z_1�1C}_is made by and between the City of Forth 4 Worth,a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Landmark Sructures I,L.P. and throughits duly authorized representative, 6 authorized to do business in Texas, acting by 7 ('Contractor'). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2.PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 TSIDE V_pART l_l.0 MILLION GALLON ELEVATED STORA E TANK 17 City PrgjectNo. l 03 8 18 Article 3.CONTRACT PRICE 19 City agrees to pay Contractor for performance of IheSWo Work�a F cordo iceswd and the Contract on- Dollars 20 Documents an amount,in current fiends,of Fifty -Two ($ $2,752,000.00 ). 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The •work will be substantially complete within 420 da s after the date when the 25 Contract Time commences to run as 1provided in Para rah 2.03 of the General 26 _Conditions. The Work, will be complete for Final Acceptance within 465 days after the 27 date when the Contract Time commences to run, as provided in Paragraph 2.03 of the 28 General Conditions, plus any extension thereof allowed in accordance with Article 12 of 29 the General Conditions. CITY OF FORT WORTH WRSTSIDF V-PART I-ELEVATEi]STORAGF TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised 11.15.17 E 00 52 43- Agreement Page 2 of 6 30 4.2 Liquidated Damages 31 Contractor recognizes that tirne is of the essence for completion of Milestones,if any, and 32 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 33 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 34 recognizes the delays,expense and difficulties involved in proving in a legal proceeding, 35 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 36 instead of re firing gp_y such proof, Contractor agrees that as liquidated damages,for 37 dela but not as apenalty), Contractor shallpay Cit y One Thousand Two Hundred 38 and FLfty Dollars ($1,250.00)for each day that expires after the time secified in 39 Para a h 4.1 for Substantial Coln letion IntiI the City issues the Letter of Substantial 40 Completion in accordance with SC-14.10 of the Supplementary Conditions, After 41 Substantial Completion, if Contractor shall neglect, refuse, or fail to camplete the 42 remaining Work for Final Acceptance within 45 days from the date of Substantial 43 Completion, or any proper extension thereof granted by the City, Contractor shall pay 44 City One Thousand Two Hundred and ELf Dollars ($1,250.00) for each day that 45 expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues 46 the Final Letter of Acceptance, 47 Ardele 5.CONTRACT DOCUMENTS 48 5.1 CONTENTS: 49 A. The Contract Documents which comprise the entire agreement between City and 50 Contractor concerning the Work consist of the following: 51 1. This Agreement. 52 2. Attacbments to this Agreement: S3, a. Bid Form 54 1) Proposal Form 55 2) Vendor Compliance to State Law Non-Resident Bidder 56 3) Prequalification Statement 57 4) State and Federal documents(projects 58 b. Current Prevailing Wage Rate Table 59 c. Insurance ACORD Form(s) 60 d. Payment Bond 61 e. Performance Bond 62 f Maintenance Bond 63 g. Power of Attorney for the Bards 64 h. Worker's Compensation Affidavit 65 i. MBE and/or SBE Utilization Form 66 3, General Conditions. 67 4, Supplementary Conditions. 68 5. Specifications specifically made a part of the Contract Documents by attachment 69 or, if not attached, as incorporated by reference and described in the Table of 70 Contents of the Project's Contract Documents, r 71 6. Drawings. 72 7. Addenda. 73 8. Documentation submitted by Contractor prior to Notice of Award. 74 9. The following which may be delivered or issued after the Effective Date of the 75 Agreement and,if issued,become an incorporated part of the Contract Documents: 3 CITY OF FORT WORTH WE,STSIDE V-PART 1-PLEVATED STORAG73 TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 Cify Project Na.100378 i OOS243-3 Agreement Page 3 of 6 76 a. Notice to Proceed. 77 b. Field Orders. 78 c. Change Orders. 79 d. Letter of Final Acceptance. 80 81 Article 6.iNDEW FiCATiON 82 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 83 expense, the city, its officers, servants and employees, from and against any and all 84 claims arising out of, or alleged to arise out of,the work and services to be performed 85 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees $6 under this contract. This indemnification Provision is specifically intended too grate 87 and be effective even if it is all gd or coven that all or some of the dams es bean 88 sought were caused in whole or in art b an act li omission or ne ence of the ci . 89 This indemnity provision is intended to include, without limitation, indemnity for 90 costs,expenses and legal fees incurred by the city in defending against such claims and 91 causes of actions. 92 93 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 94 the city,its officers,servants and employees,from and against any and all loss,damage 95 or destruction of property of the city,arising out of,or alleged to arise out of,the work 96 and services to be performed by the contractor, its officers, agents, employees, 97 subcontractors, licensees or invitees under this contract. This indemnification 98 provisian is s ecificallintended to operate and be effective even if it is alleged or 9g pro that all or some of the lama es bean sou ht were caused in whale or in art 100 by any act omission or ngli ence of the ci . 101 102 Article 7.MISCELLANEOUS 103 7,1 Terms. 104 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 105 have the meanings indicated in the General Conditions. 106 7.2 Assignment of Contract. 107 This Agreement, including all of the Contract Documents may not be assigned by the 108 Contractor without the advanced express written consent of the City. 109 7.3 Successors and Assigns. 110 City and Contractor each binds itself, its partners, successors, assigns and legal 111 representatives to the other party hereto, in respect to all covenants, agreements and 112 obligations contained in the Contract Documents. 113 7.4 Severability. 114 Any provision or part of the Contract Documents held to be unconstitutional, void or 115 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 116 remaining provisions shall continue to be valid and binding upon CITY and 117 CONTRACTOR. WESTSIDE V-PART 1-ELEVATED STK STORAGE TAN CTTX OF FORT WORTH City Project No.100379 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 1 005243.a , Agreement Page oft 118 7.5 Governing I.aw and Venue. 119 This Agreement, including all of the Contract Documents is performable in the State of 120 Texas. Venue shall he Tarrant County, Texas, or the United States District 121 Northern District of Texas,port Worth Division. Court for the 122 7.6 Authority to Sign, 123 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 124 than the duly authorized signatory of the Contractor. 125 126 7.7 Prohibition On Contracts With Companies Boycotting Israel. 127 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 128 Code, the City is prohibited from entering into a contract with a company for goods or 129 services unless the contract contains a written verification from the company that it;(1) 130 does not boycott Israel;and(2)will not boycott Israel during the term of the contract. 131 The terms"boycott Israel"and"company"shall have the meanings ascribed to those terms 132 in Section 80$.001 of the Texas Government Code. By signing this contract, Contractor 133 eertfes that Contractor's signature provides written verification to the City that 134 Contractor:(11)does not boycott Israel,and(2) will not boycott Israel during the term of 135 the contract, 136 137 7,8 Immigration Nationality Act. 138 Contractor shall verify the identity and employment eligibility of its employees who 139 perform work under this Agreement, including completing the Employment Eligibility 140 Verification Form(I-9). Upon request by City, Contractor shall provide City with copies of 141 all I-9 forms and supporting eligibility documentation for each employee who performs 142 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 143 establish appropriate procedures and controls so that no services will be performed by any 144 Contractor employee who is not legally eligible to perform such services. 145 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 146 -FROM ANY PENALTIES,LIABILITIES, OR LOSSES DUE TO'VIOLATIONS OF 147 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 148 SUBCONTRACTORS, AGENTS, OR LICENS.E+ES. City, upon written notice to 149 Contractor, shall have the right to immediately terminate this Agreement for violations of 150 this provision by Contractor. 151 152 7.9 No Third-Party Beneficiaries. 153 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 154 and there are no third party beneficiaries. 155 156 7.10 No Cause of Action Against Engineer, CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TAME STANDARD CONSTRUCTION SPPCIFICATION DOCUMENTS City Pibject 00.1003 78 Revised 11.15.17 1 005243-5 Ageeement Page 5 of 6 157 Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their 158 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 159 subcontractors, for any claim arising out of, in connection with, or resulting from the 160 engineering services performed. Only the City will be the beneficiary of any undertaking by 161 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 162 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 163 in any way tesponsible for those duties that belong to the City and/or the City's construction 164 contractors or other entities, and do not relieve the construction contractors or any other 165 entity of their obligations, duties, and responsibilities, including, but not limited to, all 166 construction methods, means, techniques, sequences, and procedures necessary for 167 coordinating and completing all portions of the construction work in accordance with the 168 Contract Documents and any lieatth or safety precautions required by such construction 169 work. The Engineer and its personnel have no authority to exercise any control over any 170 construction contractor or other entity or their employees in connection with their work or 171 any health or safety precautions. 172 173 SIGNA'T'URE PAGE TO FOLLOW 174 WESTSIDE V-PART 1-ELEVATED STORAGETANI K CITY OF FORT WORTH STANDARD CONSTRUCTION spECIFICATi ION DOCUMENTS City Project No.100378 Revised 11,15,17 i 005243-6 Agreement Page of6 175 176 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 177 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 178 Datc"). 179 Contractor; City of Fo Worth Landpalk Structures I,L.P. By: Jesus J. Chapa By Assistant City Manager (Signature) I OR Date �f7T Williaam- Fi�di,lr. Attest: (Printed Name) City Secr a Vice President of Landmark Structures (Seal) ' Title:Management Inc. General Parnterr Address: TEX 166 MSC C--xto15 — Date:01/zq�1q 1295-4* 7_o1g-4�5�'73 City/State/Zip: Fort Worth,TX 76177_ Contract Compliance Manager: By signing,I acknowledge that I am the person responsible for the monitoring and Data administration of this contract,including ensllring all performance and reporting requirements. L c -a y Water Department t A roved to Form and Legality; i Douglas W,Black Assistant City Attorney 180 181 182 1$3 APPROVAL RECOMMENDED: 184 185 186 187 Chris Harder,P,E f 188 DIRECTOR, 189 WATER DEPARTMENT 11 CITY OF FORT WORTH WESTME V-PAREFt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSCITY-5 ECR M 0RTHe T LANDMARK STRUCTURES MANAGEMENT INC. The undersigned,being all of the directors of LANDMARK STRUCTURES MANAGEMENT INC.,do hereby tape the foliuv ing action by written consent,pursuant to the provisions of Section 14iff}ofthe General Corporation Law of the State of Delaware. Moption ofthi-:�following Resolutions: WHEREAS, Landmark Structures Management Inc.(the'Company )is the general partner of Landmark Structures I,LP,and WHEREAS,the Company frorn time to time submits bids and negotiates contracts and enters Into contracts far and can behalf of Landmark Structures 1,Lig,and WHEREAS,the Cornpa-ny wishes to authorixe Christopher Larnon,President ofthe Company,and William O.Fields,Jr.,slice President of the Company,to undertake such activities on behalf of-tW Company acting as general partner,and on behalf of Landmark Structures 1, LP;and WHEREAS,the Company Vvishes to axtend author€ty to each of Christopher Lamon and William 0_Fields,lr,to take such action without the necessity ofthe Joinder of the other in submitting bids and negotiating contracts and entering into contracts on behalf of Landmark Structures 1, LP; NOW,Tl-iER.EFORE,BE IT RESOLVED that ChrWapher Lamon and W101arn 0. Fields,J r., acting wl&Dutthe joinder of the other,are authorized as follows: a) to submit bids andlor to negatiate contracts and/or to enter into contracts for and on behalf Df Landmark Structures 1,LPI;and hj to execute and deliver surly documents and to take such other actions as he considers necessary or advisable to glue effect to this resolution and the transactions provided for herein, "BE IT FURTHER RESOLVED,that arty bid submitted and/or any contract negotiated and/or any cantract entered into by Christopher Lamon as President Of the Company or William O.Fields,Jr., Mice President of the Company,as witnessed by his signature thereto is hereby recognized as Winding upon Landmark Structures 1,LP, pany. Dated: March 23,2017 Cfiristopher Lamart Susan Lannon w ll" m O.Fields,Jr. 0061 13-1 PERFORMANCE BOND Page I oft 1 SECTION 00 6113 2 PERFORMANCE BOND Bond No. 6352846 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Landmark Structures 1,L.P. Imown as 8 "Principal'herein and Fidelity and Deposit Company of Maryland ,a corporate 9 surety(sureties,if more than one) duly authorized to do business in the State of Texas,known as to "Surety" herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a 11 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal 12 Sum of, Two Million Seven Hundred Fifty-Two Thousand and 00/100-- Dollars 13 ($$2,752,000.00 J,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 to be made,we band 15 ourselves, our heirs, executors,administrators,successors and assigns,jointly and severally, 16 firmly by these presents. 17 WHEREAS,the Principal has entered into a certain written contract with the City 18 awarded the 2-cl day of 20 1`l,which Contract is hereby referred to and 19 made a part hereof for all purposes as if I ly set forth herein,to furnish all materials, equipment 20 labor and other accessories defined by law,in the prosecution of the Work,including any Change 21 Orders,as provided for in said Contract designated as WESTSIDE V—PART 1-1.0 22 MILLION GALLON ELEVATED STORAGE TANK, City Project No. 100378, 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perforin it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work,including Change Orders,under the Contract,according to the plans, 26 specifications, and contract documents therein referred to,and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void,otherwise to remain in full force and effect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 31 Worth Division. CITY OF FORT WORTHWESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised July 1,2011 o061 13-2 PERFORMANCE BOND Page 2 of 2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WRE,RROF,the Principal and the Surety have, SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the_ � " ' day of PRINCIPAL: 7 Landmark Structures I L.P. 8 9 10 BY: 11 ____Signature 12 13 A E T. William O. Fields,J.,Vice President of Landmak 14 Structures Management Inc.,General Partner 15 .g ri Adrian-Williams 16 Pr'' eip Secretary Name and Title 17 Address: 1665 Harmon Rd 18 Fort Worth TX 76177 19 20 21 s Eileen Garza 22 fitness as o i 1pal SURETY: 23 fidelity and Deposit Co a of Mar land 24 25 26 BY: 27 i a. 28 29 Robyn Rost Atto -in-Fact 30 Name and Title 31 32 Address: Fidelity and Deposit Company of Maryland 33 c/o ZURICH 1400 American Lane 34 Schaumburg,IL 60196 35 36 Telephone Number: 817-805-6000 37 Witness as to Surety Karla Luongo 38 39 40 41 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is.different from its mailing address,both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 wESTSIDE V-PART 1-ELEVATED STORAGE TANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised 7uly 1,2011 006114-1 PAYMENTBOND Page 1 oft 1 SECTION 00 6114 2 pAYMEMrBOND gond No. 6353846 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Landmark Structures 1,L.P. known as 8 "Principal" herein, and Fidelity and 4e osit Com an of Marland a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as l0 "Surety"herein (whether one or snore), are held and firmly bound unto the City of bort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, 12 in the penal sural of Two Million Seven Hundred Fift -Two Thousand and 00/aOl�allars 13 ($ $2,752,000.00 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 o--4 day of , 20_11, 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 WESTSIDE V -- PART 1 — 1.0 1bIQ.,LION GALLON 22 ELEVATED STORAGE TANK,City Project No. 100378. 23 NOW, THE, 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 WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 ooGl 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and.SEALED 2 this instrument by duly authorized agents and officers on this the 3a day of 3 ,2019 4 PRINCIPAL: Landmark Structures 1 L.P. A T: BY. S, nature William O.Fields,J.,Vice President of Landmak r Keri Adrian-Williams Structures Mana ement Int. General Partner ri cipal)Secretary Nance and Title Address: 1665 Harmon Rd Fort Worth TX 7 177 Garza rtnessas to bPTingcipRa =--kiieen SURETY: Fid lit and De osit Com Maryland TEST: � _- AT BY, a _Robyn Rost.Attorney-in-Fact (Surety) `Iba m Lb r Name and Title Address; Fidelity and Deposit Company of Maryland c/o ZURICH 1400 American Lane Schaumburg,IL 60196 hitilAasSurety Karla Luongo Telephone Number: 817-805-6000 5 6 Note: ff signed by an officer of the Surety, there must be on file a certified extract me 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 to The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 WESTSIDE V-PART 1-ELEVATED STORAC'E TANK CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 006119-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND Bond No.6352846 3 4 THE STATE OF TEXAS § 51 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we La mark ru tur I P. known as 8 "Principal"herein and Fidelity and Deposit Company of Maryland , a corporate surety 9 (sureties,if more than one)duly authorized to do business in the State of Texas,known as 10 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas,Imown as"City"herein, 12 in the sum of Two Million Seven Hundred Fift -Two Thousand and Whw- 13 S7,752,000.00 ,lawful money of the United States,to be paid in Fort Worth, 14 Tarrant County,Texas, for payment of which stun 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 s?q day of , amu ,20J-J-,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"AESTSIDE V—PART 1-1.0 24 NIILLION GALLON ELEVATED STORAGE TANK,City Project No. 100378;and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 30 31 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na,100378 Revised July 1,2011 006119-2 MAINTENANCE BOND Page 03 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Worlc, for which timely notice Was provided by City, to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work,it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division;and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTHWESTSIDE V-PART 1-ELEVATED STORAGE TANK City Project No.100378 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WIEERE,OF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of 3 ��,20 19 . 4 5 PRINCIPAL.,: 6 Landmark Structures I, L.P. 7 8 BY: 9 Z_ � 10ture 11 T T: William O.Fields,J.,Vice President of Landmak 12 Structures Management Inc., General Partner 13 Keri Adrian-Williams 14 r cipal)Secretary Name and Title 15 1665 Harmon Rd 16 Address: 17 Fort Worth,TX 76177 18 19leen Garza 20 VWie&s8,s to x ipai 21 SURETY: 22 NBY: Com a fjr ! 23 24 2S 26 27 28 Robyn Rost,Attorney-in-Fact 29 ATTEST: Nalxle send Title 30 Fidelity and Deposit Company of Marylan 31 29 _ Address: 32 (Sure Y Thomas Dorner c o ZURICH 1400 American Lane �----- Schaumburg,IL 60196 33 34 35 es to, arla Luongo Telephone Niuuber: 817-805-6000 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address,both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 5 CITY OF FORT WORTH WESTSIDE V-PART L-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10037$ Revised July 1,2011 LANJ)MARK STRUCTURES MANAGEMENT INC. TKe ulidersigned,being all of the directors of LANDMARK STRUCTURES MANAGEMEMT INC.,do hereby tale the follovVing action lay written consent,Pursuant to the provisions of Section 141{f)of the General Corporation Laaw of the State of Delawar44. !Adaption ofth-e following Resolutions! WHEREAS,Landmark Structures Management Inc.(the'Company )is the general partner of landmark Structures 1,Li;and WHEREAS,the Company from tirrte to time submits bids and negotiates contracts and enters Into contracts far and on behalfoi'Landmark Structures 1,LF;and WHEREAS,the Compal'iyWishes tO authOrixe Christopher Lannon,President of the Company, and William Q Fields,Jr.,Vice President of the Company,to undertake such activikles on behalf of the Company acting as general partner,and on behalf of Landmark Structures l,, LP;and WHEREAS,the Cornpa nlr uVishes to extend authority to each of Christopher Lannon and William C.Eleids,.lr.to take such acs on iwithout the necessityyof the Joiader of the other in submitting bink an-d negotiating contracts and entering into contracts on behalf of Landmark Structures I,LR; NOW,TUEREFORE,13F IT REsoLvED that Christopher Lamon and William 0. Fields,Jr., acting without the)minder of the other,are authorized as follows. a) to submit bids andlor to negotiate contmacts and/tar to enter Tito contracts for and on behalf of Landmark Structures I,LP;and b) to execute and deliver such documents an-d to take such other actions as he cGwOders necessary or advisable to give effect to this resolution and thetran�actlons provided for hereln, -BE IT FURTNER RESOLVED,that any bid submitted and/or any contract negotiated and/or any contract entered into by Chrlsl:opher Lannon as Presiden ,of the Company or William OFields,Jr.,Mice President of the Company,as witnessed by his signaturethereto is hereby recognized as binding upon Landmark Str•ur lures Dated. March 23,2017 Christopher Lammn Susan Larnon ti ll` m O Fields,Jr. Corporate Acknowledgement STATE OF Texas COUNTY OF Tarrant On this 'OA y da of4LVI"— the year 2D19 ,before me C Eileen Trevino , NOTARY PUBLIC personally appeared William O.Fields Vice President of Landmark Structures Management Inc.,General Partner of Landmark Structures I L.P. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed the within instrument as president(or secretary)or on behalf of the corporation therein named and acknowledged to me that the corporations executed it. IN WITNESS WHEREOF,I have hereunto set my hand and affixed.my Official Seal,the day and year first above written. , My Commission expires June 3 2019 Notary Pu�c, siding at Tarrant County,Texas (SEAL) J r,EiLEF�1 SREVIN0 ti" s'•. 07E4 3130 '`K,6'r.;;,?' IrYPYfE5.�i3ift3 1i X019 ACKNOWLEDGEMENT OF SURETY State of New.jersey County of Morris City of Florham Park On this day of &—kl L w�k_in the year -t-1 before me personally Came Robyn Rost to me known, who, being by me duly sworn, did depose and say that he resides in Florham Park N7 that he is the Attorney- In-Fact forR& MH i hC the corporation described VIn and which executed the attached instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; and that it was so affixed by Order of the Board of Directors of the said corporation, and that he signed his name thereto by like order. Notary Public LSTATE i•1��S�.i4#2433021OTARY PUBLIC OF NEW ,IERgEYsion Expires Apri123,2023 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY IFIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a,corporation of the State of Maryland (herein collectively called the "Companies"), by BRIAN M.HODGES,Vice President,in pursuance of authority granted by Article V,Section 8,df the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,and appoint Robyn ROST and Raymond GIL,both of Summit,New Jersey, EACH its true and lawful agent and Attorney-in- Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section S,of the By-Taws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY,FIDELITY AND DEPOSIT COMPANY OF MARYLAND,COLONIAL C this2ndday of November,A.D.ATAND SURETY COMPANY, and Og ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 16 Vice President Assistant Secretary Brian M.Hodges Dawn E.Brown State of Maryland County of Baltimore On this 2nd day of November,A.D.2018,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,BRIAN M. HODGES,Vice President,and DAWN E.BROWN,Assistant Secretary, of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and yearfirst above written. Constance A.Dunn,Notary Public My Commission Expires:July 9,2019 POA-F 493-2420D EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such time." attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney.-Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, I990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. T TIM NY WHEREOF,i have hereunto subscribed my name and affixed the corporate seals of the said Companies, this of 20M. *a pErp,,� Gpjy lNaV�@e'Ts�y� ■ 'beim: wlr SEAL q Y David McVicker,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT ALL REQUIRED INFORMATION TO: Zurich American Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 THE FIDELITY AND DEPOSIT COMPANY OF MARYLAND 600 Red Brook Blvd.,Suite 600,Owings Mills,MD 21117 Statement of Financial Condition As Of December 31,2017 ASSETS Bonds....................................................................... ...................................................................$ 131,463,323 Stocks................................................................................................................................................ 23,365,385 Cash and Short Term Investments..................................................................................................... 15,943,690 ReinsuranceRecoverable................................................................................................................. 7,520,824 Federalincome Tax Recoverable..................................................................................................... 62,266 OtherAccounts Receivable.............................................................................................................. 35,672,323 TOTALADMITTED ASSSTs...................................................,.....................................................$ 214,027,811 LIABILITIES,SURPLUS AND OTHER FUNDS Reserve for Taxes and Expenses......................................................................................................$ 580,990 Ceded Reinsurance Premiums Payable............................................................................................ 42,235,595 Securities Lending Collateral Liability............................................................................................ 0 TOTALLIABILITIES..........................................................................,....,..................................... $ 42,816,584 CapitalStock,Paid Up........................................................................................ $ 5,000,000 Surplus.......................... .............................>....................................................... 166,211,227 . Surplusas regards Policyholders...................................................................................................... 171,211,226 TOTAL............ ..........................................................................................................................$ 214,027,811 Securities carried at$62,198,396 in the above statement are deposited with.various states as required by law. Securities carried on the basis prescribed by the National Association of Insurance Commissioners. On the basis of market quotations for all bonds and stocks owned,the Company's total admitted assets at December 3 t,2017 would be$213,515,173 and surplus as regards policyholders$170,698,588. I,DENNIS F.KERRIGAN,Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing statement is a correct exhibit of the assets and liabilities of the said Company on the 31st day of December,2017. Corporate Secretary State of Illinois City of Schaumburg SS' Subscribed and sworn to,before me,a Notary Public of the State of lllhiois,in the City of Schaumburg,this 9°'day of March,2018. Notary Public OFFICIAL7SEALDARRYL JNotary Public-SMy COftlMission Ex DATE(MMlDDIYYYY) CERTir-ICA.TE OF PROPERTY INSURANCE 112412019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLI CIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. cONTAcr Jill L.MC ry PRODUCER NAME: Elo IBTX Risk Services P"�N o E _214-989-7100 Na:214-596-9030 10101 Reunion Place noIiRlEss: seriviceQib-tx.com Suite 100 PRooucER EINSURFRF: NQSTR-02 San Antonio TX 78216 INSURERS AFFORDING COVERAGE NAEC11 INSURED ford Fire Insurance Company 19682 Landmark Structures I,LP 1665 Harmon Road Fort Worth TX 76117 COVERAGES CERTIFICATE NUMBER:523444927 REVISION NUMBER: LOCATION OF PREMISES I DESCRIPTION OF PROPERTY(Attach 101,Additional Remarks Schedule,If more space is required) THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLI POLICIES. .LLIMITS SHOWN MAZY HAVE BEEN REDUCED BY PAID CLAIMS. Po COVERED PROPERTY LIMITS 114SR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYYYY) DATE(MMIDDNWY) LTR BUILDING $ PROPERTY PERSONAL PROPERTY $ CAUSES OF LOSS DEDUCTIBLES BUSINESS INCOME $ BASIC BUILDING EXTRA EXPENSE $ BROAD CONTENTS RENTALVALUE $ SPECIAL BLANKET BUILDING g EARTHQUAKE BLANKET PERS PROP $ WIND BLANKET BLDG 8 PP g FLOOD Is X Location Limit $15,000,000 X INLAND MARINE TYPE OF POLICY X 9isastar Limit Builders Risk $15,000,000 CAUSES OF LOSS X Temp Location $1,aoo,Doo NAMED PERILS POLICY NUMBER 46UUMKQ1470 7/1412018 711412019 X In Transit 5750,000 HA X Special $ CRIME TYPE OF POLICY $ BOILER&MACHINERY I EQUIPMENT BREAKDOWN $ 7114!2018 7/14/2019 X Leased/Rented $1,300,000 A Ag eed Vslue�aier 46UUMKQ1470 X Deductible $5,000 SPECIAL CONDITIONS I OTHER COVERAGES (ACORD 101,Additional Remarks Schedule,may he attached it more space is required) Inland Marine policy has a Blanket Loss Payee when required by written contract.Builders Risk Landmark Structures I,L.P.policy has Blanket Additional Insured when required by written Contract. RE:1 MG elevated water storage tank—Westside V-Contract Value:$2,752,000.00 Certificate Holder Continued:Kimley-Horn and Associates,Inc. -801 Cherry Street,Suite 1300,Unit 11 Fort Worth,TX 76102 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth Purchasing Division AUTHORIZED REPRESENTATIVE 1000r lon Street Fort Worth TX TX 76102 ©1995-2015 ACORD CORPORATION. All rights reserved ACORD 24(2016103) The ACORD name and logo are registered marks of ACORD A✓ CERTIFICATE OF LIABILITYDATE(MWDD1YYYY) lI��URAlVC� FEACERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.ITHIS IFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 8Y THE POLICIES W. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SJ, AUTHORIZED ESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. TANT: If the certificate holder is an ADDITIONAL IE ,the policy(iesJ must have ADDITIONAL INSURED provisions or be endorsed. ROGATION IS WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endorsement. A statement onrtificate does not confer rights fo the certificate holder in lieu of such endarsement(s). CONTACT sk Services NAME: Jilt L.Mcso eunion Place PHONE 0 E c :214-989-7100 Atc No:214-596-9034 San Antonio TX 78216 ADDRESS: Service ib-tx.com INSURER(S)AFFORDING COVERAGE MAIC# =TX76177 INSURERA:Indian Harbor Insurance Company 36940 LANOSTRA2 LP NsuRER 6: INSURER C: INSURER D r INSURER E: COVERAGESINSURER F: CERTIFICATE NUMBER:1409078264 REVISION NUMBER: TCERTHIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS IFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS INSR AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBERPOLICY EFF POLICY EXP COMMERCIAL GENERAL LIABILITY MM/DDIYYYY) MIDDIYYYVI LIMITS CLAIMS-MADE1-1 OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ GEN'L AGGREI�GATE LIMIT APPLIES PER: PERSONAL&ADV INJURY $ JECT LOC POLICY LJ PRO- ❑ GENERAL AGGREGATE $ OTHER: PRODUCTS-COMPIOPAGG $ AUTOMOBILE LIABILITY $ COMBINE❑SINGLE LIMIT ANY AUTO £a accident $ OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ UMBRELLA LIAB $ OCCUR EXCESS LIAB CLAIMS-MADE EACH OCCURRENCE $ DED RETENTION$ AGGREGATE $ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY PER OTH- ANYPROPRIETOR/PARTNERIEXECUTIVE YIN STATUTE ER OFFICERIMEMBEREXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below A Pollution Liability E.L.DISEASE-POLICY LIMIT $ Retro 11122/96-,Claims Made CE07446507D2 1118/2018 11/8/2019 Pollution Liability 10,000,000 Aggregate Limit 10,000 000 SIR-Rentenlicn 200,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:1 MG elevated water storage tank—Westside V-Contract Value:$2,752,000.00 Certificate Holder Continued:Kimley-Horn and Associates,Inc. -801 Cherry Street,Suite 1300,Unit 11 Fort Worth,TX 76102 CERTIFICATE HOLDER CANCELLATION SHOULTHE E D ANY OF THE ABOVE DESCRIBED POLICIES BE Cttj EX City of Fort Worth ACCORDANCE TI'W THTHE POLICY PROVISIONS ATE THEREOF NOTICE WILL B Purchasing Division 1000 Throckmorton Street AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 © tCORD 25 2016!03 1988-2015 ACORD CORPORATION. All rights reserved. ( } The ACORD name and logo are registered marks of ACORD DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 1/24/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)mus have ADDITIONAL Des aON q ire aSURn ED provisions ro isi t A statement endorsed.or be If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain polithis certificate does not confer rights to the certificate holder in lieu of such a ndorsement(s). PRODUCER NAME: JIII L.MCEID ry !BTX Risk Services PWONE 214-989-7100 we No: 214-596-9030 0 10101 Reunion Place E-MAIL Suite 100 ADDRESS: Serivice URERcom INSURER(5 AFFORDING COVERAGE NAICfl San Antonio TX 78216 30104 INSURER A:Hartford Underwriters insurance Com an LANDSTR-02 INSURER B:Hartford Casual Insurancm an 29424 INSURED Landmark Structures I,LP INSURER C:Travelers Pro ertCasual! Com any of America 1665 Harmon Road INSURER D: Fort Worth TX 76117 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1645831949 REVISION NUMBER: ITHIS IS TO ERTIFY THAT THE POLICES OF ND CATED.CNOTW THSTANDING AMYIREQUIREMERNTT,,TERM OR CONDITION OFHAVE BANY CONTRACEEN ISSUED TT OR OTHER DOCUMENT THE INSURED NAMEDWIT E HREO SPECT To WHICH THIFR THE POLICY S CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SUBR POLICY EFF LICY EXP PO rA TYPE OF INSURANCE POLICYNUMBER MMIDDIYYYY MMIDDIYYYY 7114/2018 7/1412019 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY 46UFJtKQ1986 DAMAGE TO-RENTED ..ocwrre 500,000 CLAIMS-MADE �OCCUR PREMISES Ea occurren $ MED EXP(Any one person) $10,000 X Contractual Lab PERSON AL&ADV INJURY $1,000,000 X st Ga-ND,OH,WA GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- PRODUCTS-COMPlOP AGG $2,000,000 POLICY�JECT LOC $ OTHER: COMBINED SINGLE LIMIT 82,000,000 B AUTOMOBILE LIABILITY 46UEAKQ1988 7/14/2018 7/14/2019 Ea accident BODILY INJURY(Per person) $ X7 ANY AUTO BODILY INJURY(Per accident) $ OWNED SCHEDULED AUTOS ONLY AUTOS PROPERTY DAMAGE $ X HIRED NON-OWNED Per accident AUTOS ONLY X AUTOS ONLY $ G X UMBRELLAua6 TXO.C�IR ZUP41M3566018NF 7/1412018 711412019 FACHOCCURRENCE $25,000,000 AGGREGATE $25,000,000 EXCESS LIAB MADE T!,0E.yP1-Y,EF $25,000,000 PED X RETENTION$ OTH- A WORKERS COMPENSATION 46WEAAR1708 7114/2018 7/14/2019 ER AND EMPLOYERS'LIABILITY YIN ENT $1,000,000ANYPROPRIETORIPARTNERlEXECUTIVE NIAOFFICERIMEMBER EXCLUDED? EMPLOYEE $1,000,000{Mandatary in NW) 000,000 Ifyes,describeunderLICY LIMIT $1, DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) The General Liability&Automobile policies include a blanket additional insured endorsement[HS2483 07113,HA9916 0311 2]as required in a written contract With the named insured.The General Liability,Automobile&Workers Camp policies include a blanket waiver of subrogation endorsement[HG001 09116, e HA9916 031 e WC4203The as required in a written contract with the named Insured.Primary Non-Contributory wording per endorsement[HG001 09/16, HA9916 03112].Automobile policy includes Broadened Pollution Liability[CA99480306].Can per attached[IH0313 06!11].The Workers Comp policy includes Class Code 5037"the painting of metal structures,over two stories,in the State of Illinois.Umbrella policy follows form of underlying GL,Auto&Work Comp.There is no Riggers Liability Exclusion on the General Liability policy. RE:1 MG elevated water storage tank—Westside V-Contract Value:$2,752,000.00 Certificate Holder Continued:Kimley-Horn and Associates,Inc. -801 Cherry Street,Suite 1300,Unit 11 Fort Worth,TX 76102 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, City of Fort worth Purchasing Division AUTHORIZED REPRESENTATIVE 1000r Street �fiti Fort Worth TX TX 761 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NAMED INSURED: Landmark Structures I,L.P. POLICY NUMBER: 46UEAKQ1986 COMMERCIAL GENERAL LIABILITY COVERAGE FORM Various provisions in this policy restrict coverage. 1 Read the entire policy carefully to determine rights, � ) The "bodily injury" c "property damage" is g duties and what is and is not covered. caused place in the an "acurrence' that takes "coverage territory"; Throughout this policy the words "you" and "your" (2) The "bodily injury" or "property damage" refer to the Named Insured shown in the occurs durin the olio Declarations, and any other person or organization g p Y period;and qualifying as a Named Insured under this policy. The (3) Prior to the policy period, no insured listed words "we", "us" and "our" refer to the stock under Paragraph 1. of Section II—Who Is insurance company member of The Hartford An Insured and no "employee" authorized providing this insurance, by you to give or receive notice of an The word "insured" means an "occurrence" or claim, knew that the organization qualifying as such under Section II — "bodily injury" or "property damage" had Who Is An Insured, occurred, in whole or in part. If such a listed insured or authorized "employee" Other words and phrases that appear in quotation knew, prior to the policy period, that the marks have special meaning. Refer to Section V — "bodily injury" or "property damage" Definitions, occurred, then any continuation, change SECTION I—COVERAGES or resumption of such "bodily injury" or COVERAGE A BODILY INJURY AND PROPERTY "property damage" during or after the DAMAGE LIABILITY policy period will be deemed to have been known prior to the policy period. 1. Insuring Agreement c. "Bodit y injury" or "property damage" will be a. We will pay those sums that the insured deemed to have been known to have becomes legally obligated to pay as damages occurred at the earliest time when any because of "bodily injury" or "property insured listed under Paragraph 1. of Section II damage" to which this insurance applies. We — Who Is An Insured or any "employee" will have the right and duty to defend the authorized by you to give or receive notice of insured against any "suit" seeking those an"occurrence"or claim: damages. However, we will have no duty to (1) Reports all, or any part, of the "bodily defend the insured against any"suit" seeking injury" or "property damage" to us or any damages for "bodily injury" or "property other insurer; damage" to which this insurance does not apply. We may, at our discretion, investigate (2) Receives a written or verbal demand or any"occurrence"and settle any claim or"suit' claim for damages because of the "bodily that may result. But: injury"or"property damage"; or (1) The amount we will pay for damages is (3) Becomes aware by any other means that limited as described in Section III—Limits "bodily injury" of "property damage" has Of Insurance;and occurred or has begun to occur. (2) Our right and duty to defend ends when d. Damages because of "bodily injury" include we have used up the applicable limit of damages claimed by any person or insurance in the payment of judgments or organization for care, loss of services or settlements under Coverages A or B or death resulting at any time from the "bodily medical expenses under Coverage C. injury". No other obligation or liability to pay sums or e. Incidental Medical Malpractice And Good perform acts or services is covered unless Samaritan Coverage explicitly provided for under Supplementary "Bodily injury" arising out of the rendering of Payments—Coverages A and B. or failure to render the following health care b. This insurance applies to "bodily injury" and services by any "employee" or "volunteer "property damage"only if: worker" shall be deemed to be caused by an ..occurrence"for: FIG 00 01 09 16 ©2016 The Hartford Page 1 of 21 (Includes copyrighted material of Insurance Services Office, Inc.with its permission.) (1) Professional health care services such as: (a) Liability to such party for, or for the cost of, that party's defense has also (a) Medical, surgical, dental, laboratory, x- been assumed in the same "insured ray or nursing services or treatment, contract"; and advice or instruction, or the related Such attorney fees and litigation furnishing of food or beverages; (b) expenses are for defense of that party (b) Any health or therapeutic service, against a civil or alternative dispute treatment,advice or instruction;or resolution proceeding in which (c) The furnishing or dispensing of drugs damages to which this insurance or medical, dental, or surgical supplies applies are alleged. or appliances;or c, Liquor Liability (2) First aid services,which include: "Bodily injury"or"property damage"for which (a) Cardiopulmonary resuscitation, any insured may be held liable by reason of: whether performed manually or with a (1) Causing or contributing to the intoxication defibrillator;or of any person; (b) Services performed as a Good (2) The furnishing of alcoholic beverages to a Samaritan. person under the legal drinking age or For the purpose of determining the limits of under the influence of alcohol;or insurance, any act or omission together with (3) Any statute, ordinance or regulation all related acts or omissions in the furnishing relating to the sale, gift, distribution or use of these services to any one person will be of alcoholic beverages. considered one"occurrence'. This exclusion applies even if the claims However, this Incidental Medical Malpractice against any insured allege negligence or And Good Samaritan Coverage provision other wrongdoing in: applies only if you are not engaged in the a The supervision, hiring, employment, business or occupation of providing any of the ( ) training or monitoring of others by that services described in this provision. insured;or 2. Exclusions (b) Providing or failing to provide This insurance does not apply to: transportation with respect to any a. Expected Or Intended Injury person that may be under the influence "Bodily injury" or"property damage"expected of alcohol; ' or intended from the standpoint of the if the occurrence" which caused the "bodily insured. This exclusion does not apply to injury" or "property damage", involved that "bodily injury" or "property damage" resulting which is described in Paragraph (1), (2) or(3) from the use of reasonable force to protect above. persons or property. However, this exclusion applies only if you b. Contractual Liability are in the business of manufacturing, "Bodily injury" or"property damage"for which distributing, selling, serving or furnishing the insured is obligated to pay damages by alcoholic beverages. For the purposes of this reason of the assumption of liability in a exclusion, permitting a person to bring contract or agreement. This exclusion does alcoholic beverages on your premises, for not apply to liability for damages: consumption on your premises, whether or not a fee is charged or a license is required (1) That the insured would have the for such activity, is not by itself considered the absence of the contract or agreement; or business of selling, serving or furnishing (2) Assumed in a contract or agreement that alcoholic beverages. is an "insured contract", provided the d. Workers'Compensation And Similar Laws "bodily injury" or "property damage" occurs subsequent to the execution of the Any obligation of the insured under a workers' contract or agreement. Solely for the compensation, disability benefits or purposes of liability assumed in an unemployment compensation law or any "insured contract", reasonable attorney similar law. fees and necessary litigation expenses e. Employer's Liability incurred by or for a party other than an "Bodily injury"to: insured are deemed to be damages because of "bodily injury" or "property (1) An"employee"of the insured arising out of damage", provided: and in the course of: HG 00 0109 16 Page 2 of 21 (a) Employment by the insured; or the handling, storage, disposal, (b) Performing duties related to the processing or treatment of waste; conduct of the insured's business;or (c) Which are or were at any time (2) The spouse, child, parent, brother or sister transported, handled, stored, treated, of that "employee" as a consequence of disposed of, or processed as waste by Paragraph (1)above. or for: This exclusion applies: (1) Any insured;or (1) Whether the insured may be liable as an (ii) Any person or organization for employer or in any other capacity;and whom you may be legally (2) To any obligation to share damages with responsible; or repay someone else who must pay (d) At or from any premises, site or damages because of the injury. location on which any insured or any This exclusion does not apply to liability contractors or subcontractors working assumed by the insured under an "insured directly or indirectly on any insured's contract". behalf are performing operations if the f. Pollution "pollutants" are brought on or to the premises, site or location in connection (1) "Bodily injury" or "property damage" with such operations by such insured, arising out of the actual, alleged or contractor or subcontractor. However, threatened discharge, dispersal, seepage, this subparagraph does not apply to: migration, release or escape of "pollutants": (1) "Bodily injury"or"property damage" arising out of the escape of fuels, (a) At or from any premises, site or lubricants or other operating fluids location which is or was at any time which are needed to perform the owned or occupied by, or rented or normal electrical, hydraulic or loaned to, any insured. However, this mechanical functions necessary for subparagraph does not apply to: the operation of"mobile equipment" (i) "Bodily injury" if sustained within a or its parts, if such fuels, lubricants building and caused by smoke, or other operating fluids escape fumes, vapor or soot produced by from a vehicle part designed to or originating from equipment that hold, store or receive them. This is used to heat, cool or dehumidify exception does not apply if the the building, or equipment that is "bodily injury" or"property damage" used to heat water for personal arises out of the intentional use, by the building's occupants or discharge, dispersal or release of their guests; the fuels, lubricants or other (ii) "Bodily injury"or"property damage" operating fluids, or if such fuels, for which you may be held liable, if lubricants or other operating fluids you are a contractor and the owner are brought on or to the premises, or lessee of such premises, site or site or location with the intent that location has been added to your they be discharged, dispersed or Policy as an additional insured with released as part of the operations respect to your ongoing operations being performed by such insured, performed for that additional contractor or subcontractor; insured at that premises, site or (il) "Bodily injury"or "property damage" location and such premises, site or sustained within a building and location is not and never was caused by the release of gases, owned or occupied by, or rented or fumes or vapors from materials loaned to, any insured, other than brought into that building in that additional insured;or connection with operations being (iii) "Bodily injury"or"property damage" performed by you or on your behalf arising out of heat, smoke or fumes by a contractor or subcontractor;or from a"hostile fire"; (iii) "Bodily injury"or"property damage" (b) At or from any premises, site or arising out of heat, smoke or fumes location which is or was at any time from a"hostile fire"; or used by or for any insured or others for (e) At or from any premises, site or location on which any insured or any contractors or subcontractors working HG 00 0109 16 Page 3 of 211 directly or indirectly on any insured's to, premises you own or rent, provided the behalf are performing operations if the "auto"is not owned by or rented or loaned operations are to test for, monitor, to you or the insured; clean up, remove, contain, treat, (4) Liability assumed under any "insured detoxify or neutralize, or in any way contract" for the ownership, maintenance respond to, or assess the effects of, or use of aircraft or watercraft; "pollutants". (3) "Bodily injury" or "property damage" (2) Any loss, cost or expense arising out of arising out of: any: (a) The operation of machinery or (a) Request, demand, order or statutory or equipment that is attached to, or part regulatory requirement that any of, a land vehicle that would qualify insured or others test for, monitor, under the definition of "mobile clean up, remove, contain, treat, equipment" if it were not subject to a detoxify or neutralize, or in any way compulsory or financial responsibility respond to, or assess the effects of, law or other motor vehicle insurance "pollutants';or law where it is licensed or principally (b) Claim or suit by or on behalf of a garaged; or governmental authority for damages (b) The operation of any of the machinery because of testing for, monitoring, or equipment listed in Paragraph f.(2) cleaning up, removing, containing, or f.(3) of the definition of "mobile treating, detoxifying or neutralizing, or equipment';or in any way responding to, or assessing (6) An aircraft that is not owned by any the effects of,"pollutants". insured and is hired, chartered or loaned However,this paragraph does not apply to with a paid crew. However, this exception liability for damages because of"property does not apply if the insured has any other damage" that the insured would have in insurance for such "bodily injury" or the absence of such request, demand, "property damage", whether the other order or statutory or regulatory insurance is primary, excess, contingent requirement, or such claim or "suit" by or or on any other basis. on behalf of a governmental authority. h. Mobile Equipment g. Aircraft,Auto Or Watercraft "Bodily injury" or "property damage" arising "Bodily injury" or "property damage" arising out of: out of the ownership, maintenance, use or (1) The transportation of "mobile equipment" entrustment to others of any aircraft, "auto"or by an "auto" owned or operated by or watercraft owned or operated by or rented or rented or loaned to any insured;or loaned to any insured. Use includes operation and"loading or unloading". (2) The use of"mobile equipment" in, or while in practice for, or while being prepared for, This exclusion applies even if the claims any prearranged racing, speed, against any insured allege negligence or demolition,or stunting activity. other wrongdoing in the supervision, hiring, i. War employment, training or monitoring of others by that insured, if the "occurrence" which "Bodily injury"or"property damage", however caused the "bodily injury" or "property caused,arising,directly or indirectly, out of: damage involved the ownership, (1) War,including undeclared or civil war; maintenance, use or entrustment to others of 2 Warlike action by a military force, including any aircraft, "auto"or watercraft that is owned O action in hindering or defending against an or operated by or rented or loaned to any actual or expected attack, by any insured. government, sovereign or other authority This exclusion does not apply to: using military personnel or other agents; (1) A watercraft while ashore on premises you or own or rent; (3) insurrection, rebellion, revolution, usurped (2) A watercraft you do not own that is: power, or action taken by governmental (a) Less than 51 feet long; and authority in hindering or defending against any of these. (b) Not being used to carry persons for a Damage these. Property charge; J. (3) Parking an "auto" on, or on the ways next "Property damage"to: HG 00 0109 16 Page 4 of 21 (1) Property you own, rent, or occupy, This exclusion does not apply if the damaged including any costs or expenses incurred work or the work out of which the damage by you, or any other person, organization arises was performed on your behalf by a or entity, for repair, replacement, subcontractor. enhancement, restoration or maintenance m. Damage To impaired Property Or Property of such property for any reason, including prevention of injury to a person or damage Not Physically Injured to another's property; "Property damage" to "impaired property" or (2) Premises you sell, give away or abandon, property that has not been physically injured, if the "property damage" arises out of any arising out of: part of those premises; (1) A defect, deficiency, inadequacy or (3) Property loaned to you; dangerous condition in "your product" or 4 Personal "your work';or ( 1 property in the care, custody or control of the insured; (2) A delay or failure by you or anyone acting 5 That on your behalf to perform a contract or ( } particular part of real property on agreement in accordance with its terms. which you or any contractors or subcontractors This exclusion does not apply to the loss of working directly or indirectly on your behalf use of other property arising out of sudden are performing operations, if the "property and accidental physical injury to "your damage"arises out of those operations;or product" or "your work" after it has been put to its intended use. (fi) That particular part of any property that must be restored, repaired or replaced n. Recall Of Products,Work Or Impaired because "your work" was incorrectly Property performed on it. Damages claimed for any loss, cost or Paragraphs (1), (3) and (4) of this exclusion expense incurred by you or others for the loss do not apply to"property damage"(other than of use, withdrawal, recall, inspection, repair, damage by fire) to premises, including the replacement, adjustment, removal or disposal contents of such premises, rented to you for a of period of seven or fewer consecutive days. A (1) "Your product"; separate limit of insurance applies to Damage (2) "Your work",or To Premises Rented To You as described in Section III—Limits Of Insurance. {3) "Impaired property"; Paragraph(2)of this exclusion does not apply if such product,work,or property is withdrawn if the premises are "your work" and were or recalled from the market or from use by never occupied, rented or held for rental by any person or organization because of a you, known or suspected defect, deficiency, Paragraphs (3) and (4) of this exclusion do inadequacy or dangerous condition in it. not apply to "property damage" arising from o. Personal And Advertising Injury the use of elevators. "Bodily injury" arising out of "personal and Paragraphs (3), (4), (5) and (6) of this advertising injury". exclusion do not apply to liability assumed p• Access or Disclosure Of Confidential Or under a sidetrack agreement. Personal information And Data-related Paragraphs (3) and (4) of this exclusion do Liability not apply to "property damage" to borrowed Damages arising out of: equipment while not being used to perform (1) Any access to or disclosure of any operations at the job site. person's or organization's confidential or Paragraph(6)of this exclusion does not apply personal information, including patents, to "property damage" included in the trade secrets, processing methods, "products-completed operations hazard", customer lists, financial information, credit k. Damage To Your Product card information, health information or any "Property damage" to "your product" arising other type of nonpublic information; or out of it or any part of it. (2) The loss of, loss of use of, damage to, corruption of, inability to access, or i. Damage To Your Work inability to manipulate electronic data. "Property damage" to "your work" arising out This exclusion applies even if damages are of it or any part of it and included in the " claimed for notification costs, credit products-completed operations hazard". monitoring expenses, forensic expenses, HG 00 01 09 16 Page 5of21 public relations expenses or any other loss, assess the effects of an "asbestoshazard'; or cost or expense incurred by you or others arising out of that which is described in (c) Arise out of any claim or suit for Paragraph(1)or(2)above. damages because of testing for, monitoring, cleaning up, removing, However, unless Paragraph (1) above encapsulating, containing, treating, applies, this exclusion does not apply to detoxifying or neutralizing or in any damages because of"bodily injury'. way responding to or assessing the As used in this exclusion, electronic data effects of an"asbestos hazard means information, facts or programs stored as or on, created or used on,or transmitted to s. Rewording And lto Violation ido Law Material Or or from computer software, including systems and applications software, hard or floppy "Bodily injury" or "property damage" arising disks, CD-ROMS, tapes, drives, cells, data directly or indirectly out of any action or processing devices or any other media which omission that violates or is alleged to violate: are used with electronically controlled (1) The Telephone Consumer Protection Act equipment. (TCPA), including any amendment of or q. Employment-Related Practices addition to such law; "Bodily injury"to: (2) The CAN-SPAM Act of 2003, including (1) A person arising out of any "employment any amendment of or addition to such law; related practices'; or (3) The Fair Credit Reporting Act(FCRA),and (2) The spouse, child, parent, brother or sister any amendment of or addition to such law, includin the Fair and Accurate Credit of that person as a consequence of"bodily Transaction Act{FACIA);or injury" to that person at whom any "employment-related practices" are (4) Any federal, state or local statute, directed. ordinance or regulation, other than the This exclusion applies: TCPA or CAN-SPAM Act of 2003 or FCRA and their amendments and additions, that (1) Whether the injury-causing event addresses, prohibits or limits the printing, described in the definition of"employment- related practices' occurs before dissemination, disposal, collecting, recording, sending, transmitting, employment, during employment or after communicating or distribution of material employment of that person; or information. (2) Whether the insured may be liable as an Damage To Premises Rented To You — employer or in any other capacity;and Exception For Damage By Fire, Lightning Or (3) To any obligation to share damages with Explosion or repay someone else who must pay Exclusions c. through h. and j. through n. do not damages because of the injury. apply to damage by fire, lightning or explosion to r. Asbestos premises while rented to you or temporarily (1) "Bodily injury" or "property damage" occupied by you with permission of the owner. A arising out of the"asbestos hazard". separate limit of insurance applies to this (2) Any damages, judgments, settlements, coverage as described in Section III — Limits Of loss,costs or expenses that: Insurance. (a) May be awarded or incurred by reason COVERAGE B PERSONAL AND ADVERTISING INJURY LIABILITY of any claim or suit alleging actual or 1. Insuring Agreement threatened injury or damage of any nature or kind to persons or property a. We will pay those sums that the insured which would not have occurred in becomes legally obligated to pay as damages whole or in part but for the "asbestos because of "personal and advertising injury" hazard"; to which this insurance applies. We will have (b) Arise out of any request, demand, the right and duty to defend the insured order or statutory or regulatory against any "suit" seeking those damages. requirement that any insured or others However, we will have no duty to defend the test for, monitor, clean up, remove, insured against any "suit" seeking damages encapsulate, contain, treat, detoxify or for "personal and advertising injury' to which neutralize or in any way respond to or this insurance does nota ply. y,a t our HG 00 0109 16 Page 6 of 21 discretion, investigate any offense and settle use another's "advertising idea" in your any claim or"suit"that may result. But: "advertisement". (1) The amount we will pay for damages is g. Quality Or Performance Of Goods — limited as described in Section III— Limits Failure To Conform To Statements Of Insurance;and (2) Our right and duty to defend end when we "Personal and advertising injury"arising out of the failure of goods, products or services to have used up the applicable limit of conform with any statement of quality or insurance in the payment of judgments or performance made in your 'advertisement". settlements under Coverages A or B or medical expenses under Coverage C. h• Wrong Description Of Prices No other obligation or liability to pay sums or "Personal and advertising injury"arising out of perform acts or services is covered unless the wrong description of the price of goods, explicitly provided for under Supplementary products or services. Payments—Coverages A and B. 1. Infringement Of Intellectual Property b. This insurance applies to "personal and Rights advertising injury" caused by an offense (1) "Personal and advertising injury" arising arising out of your business but only if the out of any actual or alleged infringement offense was committed in the "coverage or violation of any intellectual property territory"during the policy period. rights such as copyright, patent, 2. Exclusions trademark, trade name,trade secret, trade This insurance does not apply to: dress, service mark or other designation of origin or authenticity;or a. Knowing Violation Of Rights Of Another (2) Any injury or damage alleged in any clam "Personal and advertising injury"arising out of or "suit" that also alleges an infringement an offense committed by, at the direction or or violation of any intellectual property with the consent or acquiescence of the right, whether such allegation of insured with the expectation of inflicting infringement or violation is made by you or "personal and advertising injury". by any other party involved in the claim or b. Material Published With Knowledge Of "suit", regardless of whether this Falsity insurance would otherwise apply. "Personal and advertising injury"arising out of However, this exclusion does not apply if the oral, written or electronic publication, in any only allegation in the claim or "suit" involving manner, of material, if done by or at the any intellectual property right is limited to: direction of the insured with knowledge of its (1) Infringement, in your"advertisement",of: falsity. (a) Copyright; C. Material Published Prior To Policy Periodb { } Slogan;or "Personal and advertising injury"arising out of oral, written or electronic publication, in any {c) Title of any literary or artistic work; or (2) Copying, in your "advertisement", a manner, of material whose first publication took place before the beginning of the policy person's or organization's "advertising period. idea"or style of"advertisement". d. Criminal Acts j. Insureds In Media And Internet Type "Personal and advertising injury"arising out of Businesses a criminal act committed by or at the direction "Personal and advertising injury" committed of the insured, by an insured whose business is: e. Contractual Liability (1) Advertising, broadcasting, publishing or "Personal and advertising injury"for which the telecasting; insured has assumed liability in a contract or (2) Designing or determining content of web agreement. This exclusion does not apply to sites for others;or liability for damages that the insured would (3) An Internet search, access, content or have in the absence of the contract or service provider. agreement. However, this exclusion does not apply to f. Breach Of Contract Paragraphs a., b. and C. of the definition of "Personal and advertising injury"arising out of a "personal and advertising injury" under the breach of contract, except an implied contract to Definitions Section. HG 00 0109 16 Page 7 of 21 For the purposes of this exclusion,the placing "Personal and advertising injury" arising out of frames, borders or links, or advertising, for of: you or others anywhere on the Internet, is not (1) An "advertisement"for others on your web by itself, considered the business of site; advertising, broadcasting, publishing or (2) Placing a link to a web site of others on telecasting. your web site; k. Electronic Chatrooms Or Bulletin Boards (3) Content, including information, sounds, "Personal and advertising injury"arising out of text, graphics, or images from a web site an electronic chatroom or bulletin board the of others displayed within a frame or insured hosts, owns, or over which the border on your web site; or insured exercises control. (4) Computer code, software or programming L Unauthorized Use Of Another's Name Or used to enable: Product (a) Your web site; or "Personal and advertising injury"arising out of (b) The presentation or functionality of an the unauthorized use of another's name or "advertisement" or other content on product in your e-mail address, domain name your web site. or metatags, or any other similar tactics to Right Of Privacy Created By Statute mislead another's potential customers. p g m. Pollution "Personal and advertising injury" arising out of the violation of a person's right of privacy "Personal and advertising injury"arising out of created by any state or federal act. the actual, alleged or threatened discharge, dispersal, seepage, migration, release or However, this exclusion does not apply to escape 1, "pollutants"at any time. liability for damages that the insured would have in the absence of such state or federal n. Pollution-Related act. Any loss,cost or expense arising out of any: r. Violation Of Anti-Trust law (1) Request, demand, order or statutory or "Personal and advertising injury"arising out of regulatory requirement that any insured or a violation of any anti-trust law. others test for, monitor, clean up, remove, s. Securities contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects "Personal and advertising injury"arising out of of,"pollutants';or the fluctuation in price or value of any stocks, (2) Claim or suit by or on behalf of a bonds or other securities. governmental authority for damages t. Recording And Distribution Of Material Or because of testing for, monitoring, Information In Violation Of Law cleaning up, removing, containing, "Personal and advertising injury" arising treating, detoxifying or neutralizing, or in directly or indirectly out of any action or any way responding to, or assessing the omission that violates or is alleged to violate: effects of,"pollutants". (1) The Telephone Consumer Protection Act o. War (TCPA), including any amendment of or "Personal and advertising injury", however addition to such law; caused, arising,directly or indirectly, out of: (2) The CAN-SPAM Act of 2003, including (1) War, including undeclared or civil war; any amendment of or addition to such law; (2) Warlike action by a military force, including (3) The Fair Credit Reporting Act(FCRA),and action in hindering or defending against an any amendment of or addition to such law, actual or expected attack, by any including the Fair and Accurate Credit government, sovereign or other authority Transaction Act(FACTA); or using military personnel or other agents; (4) Any federal, state or local statute, or ordinance or regulation, other than the (3) Insurrection, rebellion, revolution, usurped TCPA or CAN-SPAM Act of 2003 or FCRA power, or action taken by governmental and their amendments and additions, that authority in hindering or defending against addresses, prohibits or limits the printing, any of these. dissemination, disposal, collecting, p. Internet Advertisements And Content Of recording, sending, transmitting, communicating or distribution of material Others or information. HG 00 0109 16 Page 8 of 21 u. Employment-Related Practices information or any other type of nonpublic "Personal and advertising injury"to: information. (1) A person arising out of any"employment— This exclusion applies even if damages are related practices"; or claimed for notification costs, credit (2) The spouse, child, parent, brother or sister monitoring expenses, forensic expenses, of that person as a consequence of Public relations expenses or any other loss, cost or expense incurred by you or others 'personal and advertising injury" to that arising out of any access to or disclosure of person at whom any "employment-related any person's or organization's confidential or practices"are directed. personal information. This exclusion applies: COVERAGE C MEDICAL PAYMENTS (1) Whether the injury-causing event 1. Insuring Agreement described in the definition of"employment- a. We will pay medical expenses as described related practices" occurs before below for "bodily injury" caused by an employment, during employment or after employment of that person; accident: (2) Whether the insured may be liable as an (1) On premises you own or rent; employer or in any other capacity;and (2) On ways next to premises you own or (3) To any obligation to share damages with rent; or or repay someone else who must pay (3) Because of your operations; damages because of the injury, provided that: v. Asbestos (1) The accident takes place in the "coverage (1) "Personal and advertising injury" arising territory"and during the policy period; out of the"asbestos hazard". (2) The expenses are incurred and reported (2) Any damages, judgments, settlements, to us within three years of the date of the loss, costs or expenses that: accident;and (a) May be awarded or incurred by reason (3) The injured person submits to of any claim or suit alleging actual or examination, at our expense, by threatened injury or damage of any physicians of our choice as often as we nature or kind to persons or property reasonably require. which would not have occurred in b. We will make these payments regardless of whole or in part but for the "asbestos fault. These payments will not exceed the hazard"; applicable limit of insurance. We will pay (b) Arise out of any request, demand, reasonable expenses for: order or statutory or regulatory (1) First aid administered at the time of an requirement that any insured or others accident,- test for, monitor, clean up, remove, (2) Necessary medical, surgical, X-ray and encapsulate, contain, treat, detoxify or neutralize or in any way respond to or dental services, including prosthetic devices;and assess the effects of an "asbestos hazard";or (3) Necessary ambulance, hospital, (c) Arise out of any claim or suit for professional nursing and funeral services. damages because of testing for, 2. Exclusions monitoring, cleaning up, removing, We will not pay expenses for"bodily injury": encapsulating, containing, treating, a. Any Insured detoxifying or neutralizing or in any To any insured, except"volunteer workers way responding to or assessing the effects of an"asbestos hazard". b, Hired Person w. Access Or Disclosure Of Confidential Or To a person hired to do work for or on behalf Personal information of any insured or a tenant of any insured. "Personal and advertising injury"arising out of c. Injury On Normally Occupied Premises any access to or disclosure of any person's or To a person injured on that part of premises organization's confidential or personal information, including patents, trade secrets, you own or rent that the person normally processing methods, customer lists, financial occupies. information, credit card information, health d. Workers Compensation And Similar Laws To a person, whether or not an "employee" of HG 00 0109 16 Page 9 of 21 any insured, if benefits for the"bodily injury"are party to the "suit", we will defend that indemnitee payable or must be provided under a workers' if all of the following conditions are met: compensation or disability benefits law or a a. The "suit" against the indemnitee seeks similar law. damages for which the insured has assumed e. Athletics Activities the liability of the indemnitee in a contract or agreement that is an"insured contract"; To a person injured while practicing, instructing or participating in any physical b. This insurance applies to such liability exercises or games, sports, or athletic assumed by the insured; contests. c. The obligation to defend, or the cost of the f. Products-Completed Operations Hazard defense of, that indemnitee, has also been Included within the "products-completed assumed by the insured in the same"insured contract'; operations hazard". g. Coverage A Exclusions d. The allegations in the "suit" and the information we know about the "occurrence" Excluded under Coverage A. are such that no conflict appears to exist SUPPLEMENTARY PAYMENTS — COVERAGES b to wets the the indemnitee;erisf te Ensured and the A AND 13 1. We will pay, with respect to any claim we e. The indemnitee and the insured ask us to investigate or settle, or any "suit" against an conduct and control the defense of that insured we defend: indemnitee against such "suit" and agree that we can assign the same counsel to defend a. All expenses we incur. the insured and the indemnitee; and b. Up to $1,000 for cost of bail bonds required f. The indemnitee: because of accidents or traffic law violations arising out of the use of any vehicle to which (1) Agrees in writing to: the Bodily Injury Liability Coverage applies. (a) Cooperate with us in the investigation, We do not have to furnish these bonds. settlement or defense of the"suit"; c. The cost of appeal bonds or bonds to release (b) Immediately send us copies of any attachments, but only for bond amounts demands, notices,summonses or legal within the applicable limit of insurance.We do papers received in connection with the not have to furnish these bonds. "suit'; d. All reasonable expenses incurred by the (c) Notify any other insurer whose insured at our request to assist us in the coverage is available to the investigation or defense of the claim or"suit", indemnitee; and including actual loss of earnings up to$500 a (d) Cooperate with us with respect to day because of time off from work. coordinating other applicable e. All court costs taxed against the insured in insurance available to the indemnitee; the "suit". However, such costs do not and include attorneys' fees, attorneys' expenses, (2) Provides us with written authorization to: witness or expert fees, or any other expenses a Obtain records and other information of a party taxed to the insured. ( ) related to the"suit";and f. Prejudgment interest awarded against the b Conduct and control the defense of the insured on that part of the judgment we pay. If ( ) indemnitee in such "suit". we make an offer to pay the applicable limit of insurance, we will not pay any prejudgment So long as the above conditions are met, interest based on that period of time after the attorneys' fees incurred by us in the defense of offer. that indemnitee, g. All interest on the full amount of any judgment necessary litigation expenses incurred by us and that accrues after entry of the judgment and necessary litigation expenses incurred by the before we have paid, offered to pay, or indemnitee at our request will be paid as deposited in court the part of the judgment Supplementary Payments. Notwithstanding the that is within the applicable limit of insurance. provisions of Paragraph 2.b.(2) of Section I — Coverage A — Bodily Injury And Property These payments will not reduce the limits of Damage Liability, such payments will not be insurance. deemed to be damages for "bodily injury" and 2. If we defend an insured against a "suit" and an "property damage" and will not reduce the limits indemnitee of the insured is also named as a of insurance. HG 00 0109 16 Page 10 of 21 Our obligation to defend an insured's indemnitee liability company), to a co-"employee" and to pay for attorneys' fees and necessary while in the course of his or her litigation expenses as Supplementary Payments employment or ends when; performing duties related to the conduct of your a. We have used up the applicable limit of business, or to your other "volunteer insurance in the payment of judgments or workers" while performing duties settlements;or related to the conduct of your b. The conditions set forth above, or the terms of business; the agreement described in Paragraph f. (b) To the spouse, child, parent, brother or above, are no longer met. sister of that co2employee" or that SECTION II—WHO IS AN INSURED "volunteer worker" as a consequence 1. If you are designated in the Declarations as: of Paragraph(1)(a)above; a. An individual, you and (c) For which there is any obligation to Y your spouse are share damages with or repay someone insureds, but only with respect to the conduct else who must pay damages because of a business of which you are the sole of the injury described in Paragraphs owner. (1)(a)or(1)(b)above; or b. A partnership or joint venture, you are an insured. Your members, your partners, and (d1 Arising out o his pr her providing or their spouses are also insureds, but onlywith failing ry provide professional health respect to the conduct of your business. care services. c. A limited liabilitycompany, If you are not in the business of providing p y, you are an professional health care services: insured. Your members are also insureds, but (a) Subparagraphs (1)(a}, (1}(b}and (1)(c} only with respect to the conduct of your business. Your managers are insureds, but above do not apply to any "employee" only with respect to their duties as your or"volunteer worker" providing first aid managers. services;and d. An organization other than a partnership,joint (b) Subparagraph (1)(d) above does not venture or limited liability company, you are apply to any nurse, emergency medical an insured. Your "executive officers" and technician or paramedic employed by directors are insureds, but only with respect to you to provide such services. their duties as your officers or directors. Your (2) "Property damage"to property: stockholders are also insureds, but only with (a) Owned, occupied or used by, respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are (b} Rented to, o the care, custody or also insureds, but only with respect to their control of, over which physical duties as trustees. control is being exercised for any purpose by 2. Each of the following is also an insured: you, any of your "employees", "volunteer a. Employees And Volunteer Workers workers", any partner or member (if you Your "volunteer workers" only while are a partnership or joint venture), or any performing duties related to the conduct of member (if you are a limited liability your business, or your "employees", other company). than either your"executive officers"(if you are b. Real Estate Manager an organization other than a partnership,joint Any person other than venture or limited liabilitycompany) or our ( your "employee" lor e p Y) Y "volunteer worker"), or any organization while managers (if you are a limited liability acting as your real estate manager. company), but only for acts within the scope c. Temporary Custodians Of Your Property of their employment by you or while performing duties related to the conduct of Any person or organization having proper your business. temporary custody of your property if you die, However, none of these "employees" or but only: "volunteer workers"are insureds for: (1) With respect to liability arising out of the (1) "Bodily injury"or"personal and advertising maintenance or use of that property;and injury": (2) Until your legal representative has been (a) To you,to your partners or members (if appointed. you are a partnership or joint venture), d. Legal Representative If You Die to your members (if you are a limited Your legal representative if you die, but only HG 00 0109 16 Page 11 of 21 with respect to duties as such. That 5. Additional Insureds When Required By representative will have all your rights and Written Contract, Written Agreement Or duties under this Coverage Part. Permit e. Unnamed Subsidiary The following person(s)or organization(s) are an Any subsidiary, and subsidiary thereof, of additional insured when you have agreed, in a yours which is a legally incorporated entity of written contract,written agreement or because of which you own a financial interest of more a permit issued by a state or political subdivision, than 50% of the voting stock on the effective that such person or organization be added as an date of the Coverage Part. additional insured on your policy, provided the injury or damage occurs subsequent to the The insurance afforded herein for any execution of the contract or agreement. subsidiary not named in this Coverage Part A person or organization is an additional insured as a named insured does not apply to injury under this provision only for that period of time or damage with respect to which such insured required by the contract or agreement. is also a named insured under another policy or would be a named insured under such However, no such person or organization is an policy but for its termination or the exhaustion insured under this provision if such person or of its limits of insurance. organization is included as an insured by an 3. Newly Acquired Or Formed Organization endorsement issued by us and made a part of this Coverage Part. Any organization you newly acquire or form, a, Vendors other than a partnership, joint venture or limited or organization(s) referred to liability company, and over which you maintain Any person(s) financial interest of more than 50% of the voting below as vendor), but only with respect to stock, will qualify as a Named Insured if there is "bodily injury" or "property damage" arising no other similar insurance available to that out of"your products"which are distributed or organization. However: sold in the regular course of the vendor's business and only if this Coverage Part a. Coverage under this provision is afforded only provides coverage for "bodily injury" or until the 180th day after you acquire or form "property damage" included within the the organization or the end of the policy "products-completed operations hazard". period,whichever is earlier; (1) The insurance afforded the vendor is b. Coverage A does not apply to "bodily injury" subject to the following additional or "property damage" that occurred before exclusions: you acquired or formed the organization;and This insurance does not apply to: c. Coverage B does not apply to "personal and a "Bodilyinjury"or"property damage"for advertising injury" arising out of an offense which the vendor is obligated to pay committed before you acquired or formed the organization. damages by reason of the assumption 4. Nonowned Watercraft of liability in a contract or agreement. This exclusion does not apply to With respect to watercraft you do not own that is liability for damages that the vendor less than 51 feet long and is not being used to would have in the absence of the carry persons for a charge, any person is an contract or agreement; insured while operating such watercraft with your (b) Any express warranty unauthorized by permission. Any other person or organization you, responsible for the conduct of such person is c An physical or chemical change in the also an insured, but only with respect to liability ( ) Y p Y arising out of the operation of the watercraft, and product made intentionally by the only if no other insurance of any kind is available vendor; to that person or organization for this liability. (d) Repackaging, except when unpacked However, no person or organization is an insured solely for the purpose of inspection, with respect to: demonstration, testing, or the substitution of parts under instructions a. "Bodily injury" to a co-"employee" of the from the manufacturer, and then person operating the watercraft;or repackaged in the original container; b. "Property damage" to property owned by, (e) Any failure to make such inspections, rented to, in the charge of or occupied by you adjustments, tests or servicing as the or the employer of any person who is an vendor has agreed to make or normally insured under this provision. HG 00 01 09 16 Page 12 of 21 undertakes to make in the usual This insurance does not apply to: course of business, in connection with the distribution or sale of the products; Any "occurrence" which takes place after (f) Demonstration, installation, servicing You cease to lease that land;or or repair operations, except such 2. Structural alterations, new construction or demolition operations performed by or on operations performed at the vendor's premises in connection with the sale of behalf of such person or organization. the product; d. Architects,Engineers Or Surveyors (g) Products which, after distribution or Any architect, engineer, or surveyor, but only sale by you, have been labeled or with respect to liability for "bodily injury", relabeled or used as a container, part "property damage" or "personal and or ingredient of any other thing or advertising injury" caused, in whole or in part, substance by or for the vendor;or by your acts or omissions or the acts or (h) "Bodily injury" or "property damage" omissions of those acting on your behalf: arising out of the sole negligence of the (1) In connection with your premises;or vendor for its own acts or omissions or (2) In the performance of your ongoing those of its employees or anyone else operations performed by you or on your acting on its behalf. However, this behalf. exclusion does not apply to: With respect to the insurance afforded these (i)The exceptions contained in Sub- additional insureds, the following additional paragraphs (d)or(f); or exclusion applies: (ii) Such inspections, adjustments, This insurance does not apply to "bodily tests or servicing as the vendor has injury", "property damage" or "personal and agreed to make or normally advertising injury"arising out of the rendering undertakes to make in the usual of or the failure to render any professional course of business, in connection services by or for you, including: with the distribution or sale of the 1. The re aria a products. P A g, pproving, or failing to prepare or approve, maps,shop drawings, (2) This insurance does not apply to any opinions, reports, surveys, field orders, insured person or organization, from change orders or drawings and whom you have acquired such products, specifications;or or any ingredient, part or container, 2. Supervisory, inspection, architectural or entering into, accompanying or containing such products. engineering activities. b. Lessors Of Equipment This exclusion applies even if the claims against any insured allege negligence or (1) Any person(s) or organization(s) from other wrongdoing in the supervision, hiring, whom you lease equipment; but only with employment, training or monitoring of others respect to their liability for "bodily injury", by that insured, if the "occurrence" which "property damage" or "personal and caused the "bodily injury" or "property advertising injury" caused, in whole or in damage", or the offense which caused the part, by your maintenance, operation or "personal and advertising injury", involved the use of equipment leased to you by such rendering of or the failure to render any person(s)or organization(s). professional services by or for you. (2) With respect to the insurance afforded to e. Permits Issued By State Or Political these additional insureds this insurance Subdivisions does not apply to any "occurrence" which Any state or political subdivision, but only with takes place after the equipment lease expires, respect to operations performed by you or on your behalf for which the state or political c. Lessors Of Land Or Premises subdivision has issued a permit. Any person or organization from whom you With respect to the insurance afforded these lease land or premises, but only with respect additional insureds, this insurance does not to liability arising out of the ownership, apply to: maintenance or use of that part of the land or (1) "Bodily injury", "property damage" or premises leased to you. "personal and advertising injury" arising With respect to the insurance afforded these out of operations performed for the state additional insureds the following additional or municipality;or exclusions apply: FIG 00 01 09 16 Page 13 of 21 (2) "Bodily injury" or "property damage by that insured, if the 'occurrence" which included within the "products-completed caused the "bodily injury" or "property operations hazard". damage", or the offense which caused the f. Any Other Party "personal and advertising injury", involved the rendering of or the failure to render any Any other person or organization who is not professional services by or for you. an additional insured under Paragraphs a. The limits of insurance that apply to additional through e. above, but only with respect to liability for "bodily injury", "property damage" insureds is described in Section III — Limits Of or"personal and advertising injury" caused, in Insurance. whole or in part, by your acts or omissions or How this insurance applies when other insurance the acts or omissions of those acting on your is available to the additional insured is described behalf: in the Other Insurance Condition in Section IV— (1) In the performance of your ongoing Commercial General Liability Conditions. operations; No person or organization is an insured with respect (2) In connection with your premises owned to the conduct of any current or past partnership, by or rented to you;or joint venture or limited liability company that is not shown as a Named Insured in the Declarations. (3) In connection with "your work" and SECTION III—LIMITS OF INSURANCE included within the "products-completed operations hazard", but only if 1. The Most We Will Pay (a) The written contract or agreement The Limits of Insurance shown in the requires you to provide such coverage Declarations and the rules below fix the most we to such additional insured;and will pay regardless of the number of: (b) This Coverage Part provides coverage a. Insureds; for"bodily injury" or"property damage" b. Claims made or"suits"brought;or included within the "products- c. Persons or organizations making claims or completed operations hazard". bringing"suits". However: 2. General Aggregate Limit (1) The insurance afforded to such additional The General Aggregate Limit is the most we will insured only applies to the extent pay for the sum of: permitted by law;and a. Medical expenses under Coverage C; (2) If coverage provided to the additional insured is required by a contract or b. Damages under Coverage A, except agreement, the insurance afforded to such damages because of "bodily injury" or additional insured will not be broader than "property damage" included in the "products- that which you are required by the contract completed operations hazard";and or agreement to provide for such c. Damages under Coverage B. additional insured. 3. Products-Completed Operations Aggregate With respect to the insurance afforded to Limit these additional insureds, this insurance does The Products-Completed Operations Aggregate not apply to: Limit is the most we will pay under Coverage A "Bodily injury", "property damage" or for damages because of "bodily injury" and "personal and advertising injury"arising out of "property damage" included in the "products- the rendering of, or the failure to render, any completed operations hazard". professional architectural, engineering or 4. Personal And Advertising Injury Limit surveying services,including: (1) The preparing, approving, or failing to Subject to 2. above, the Personal and prepare or approve, maps, shop drawings, Advertising Injury Limit is the most we will pay under Coverage B for the sum of all damages opinions, reports, surveys, field orders, because of all "personal and advertising injury" change orders or drawings and sustained by any one person or organization. specifications;or 5. Each Occurrence Limit (2) Supervisory, inspection, architectural or engineering activities. Subject to 2. or 3. above, whichever applies, the This exclusion applies even i# the claims Each Occurrence Limit is the most we will pay for the sum of: against any insured allege negligence or a. Damages under Coverage A; and other wrongdoing in the supervision, hiring, g g employment, training or monitoring of others Page 14 of 21 HG 00 0109 16 b. Medical expenses under Coverage C a. Notice Of Occurrence Or Offense because of all "bodily injury" and "property You or any additional insured must see to it damage"arising out of any one"occurrence". that we are notified as soon as practicable of 6. Damage To Premises Rented To You Limit an "occurrence" or an offense which may Subject to 5. above, the Damage To Premises result in a claim. To the extent possible, Rented To You Limit is the most we will pay notice should include: under Coverage A for damages because of (1) How, when and where the "occurrence"or "property damage" to any one premises, while offense took place; rented to you, or in the case of damage by fire, (2) The names and addresses of any injured lightning or explosion, while rented to you or persons and witnesses;and temporarily occupied by you with permission of the owner. (3) The nature and location of any injury or damage arising out of the "occurrence" or In the case of damage by fire, lightning or offense. explosion, the Damage to Premises Rented To b. Notice Of Claim You Limit applies to all damage proximately caused by the same event, whether such if a claim is made or"suit" is brought against damage results from fire, lightning or explosion any insured, you or any additional insured or any combination of these. must: 7. Medical Expense Limit (1) Immediately record the specifics of the Subject to 5, above,the Medical Expense Limit is claim or"suit"and the date received; and the most we will pay under Coverage C for all (2) Notify us as soon as practicable. medical expenses because of "bodily injury" You or any additional insured must see to it sustained by any one person. that we receive written notice of the claim or 6. How Limits Apply To Additional Insureds "suit"as soon as practicable. If you have agreed in a written contract or written c. Assistance And Cooperation Of The agreement that another person or organization Insured be You and any other involved insured must: added as an additional insured on your policy, (1) Immediately send us copies of any the most we will pay on behalf of such additional demands, notices, summonses or legal insured is the lesser of: papers received in connection with the a. The limits of insurance specified in the written claim or"suit"; contract or written agreement;or (2) Authorize us to obtain records and other b. The Limits of Insurance shown in the information; Declarations. (3) Cooperate with us in the investigation or Such amount shall be a part of and not in settlement of the claim or defense against addition to Limits of Insurance shown in the the"suit"; and Declarations and described in this Section. (4) Assist us, upon our request, in the The Limits of Insurance of this Coverage Part apply enforcement of any right against any person separately to each consecutive annual period and to or organization which may be liable to the any remaining period of less than 12 months, insured because of injury or damage to starting with the beginning of the policy period which this insurance may also apply. shown in the Declarations, unless the policy period d. Obligations At The Insureds Own Cost is extended after issuance for an additional period of less than 12 months. In that case, the additional No insured will, except at that insured's own period will be deemed part of the last preceding cost, voluntarily make a payment, assume period for purposes of determining the Limits of any obligation, or incur any expense, other Insurance. than for first aid,without our consent. SECTION IV — COMMERCIAL GENERAL e. Additional Insureds Other Insurance LIABILITY CONDITIONS If we cover a claim or "suit" under this 1. Bankruptcy Coverage Part that may also be covered by Bankruptcy or insolvency of the insured or of the other insurance available to an additional insured's estate will not relieve us of our insured, such additional insured must submit such claim or "suit" to the other insurer for obligations under this Coverage Part. defense and indemnity. 2. Duties In The Event Of Occurrence, Offense, However, this provision does not apply to the Claim Or Suit extent that you have agreed in a written HG 00 0109 16 Page 15 of 21 contract or written agreement that this b. Excess Insurance insurance is primary and non-contributory This insurance is excess over any of the other with the additional insured's own insurance. insurance, whether primary, excess, f. Knowledge Of An Occurrence, Offense, contingent or on any other basis: Claim Or Suit (1) Your Work Paragraphs a. and b. apply to you or to any That is Fire, Extended Coverage, Builder's additional insured only when such Risk, Installation Risk or similar coverage "occurrence", offense, claim or"suit"is known for"your work"; to: (2) Premises Rented To You (1) You or any additional insured that is an That is fire, lightning or explosion individual; insurance for premises rented to you or (2) Any partner, if you or the additional temporarily occupied by you with insured is a partnership; permission of the owner; (3) Any manager, if you or the additional (3) Tenant Liability insured is a limited liability company; That is insurance purchased by you to (4) Any "executive officer" or insurance cover your liability as a tenant for manager,if you or the additional insured is "property damage" to premises rented to a corporation; you or temporarily occupied by you with (5) Any trustee, if you or the additional permission of the owner; insured is a trust;or (4) Aircraft,Auto Or Watercraft (6) Any elected or appointed official, if you or If the loss arises out of the maintenance or the additional insured is a political use of aircraft, "autos" or watercraft to the subdivision or public entity. extent not subject to Exclusion g. of Section I — Coverage A — Bodily Injury This duty applies separately to you and any And Property Damage Liability; additional insured. 3. Legal Action Against Us (5) Property Damage To Borrowed Equipment Or Use Of Elevators Co person or organization has a right under this If the loss arises out of"property damage" Coverage Part: to borrowed equipment or the use of a. To join us as a party or otherwise bring us elevators to the extent not subject to into a "suit" asking for damages from an Exclusion j. of Section I - Coverage A - insured;or Bodily Injury And Property Damage b. To sue us on this Coverage Part unless all of Liability; its terms have been fully complied with. (6) When You Are Added As An Additional A person or organization may sue us to recover Insured To Other Insurance on an agreed settlement or on a final judgment Any other' insurance available to you against an insured; but we will not be liable for covering liability for damages arising out damages that are not payable under the terms of of the premises or operations, or products this Coverage Part or and completed operations, for which you that are in excess of the applicable limit of have been added as an additional insured insurance. An agreed settlement means a by that insurance;or settlement and release of liability signed by us, 2 When You Add Others As An the insured and the claimant or the claimant's O Additional Insured To This Insurance legal representative. 4. Other Insurance Any other insurance available to an additional insured. If other valid and collectible insurance is However, the following provisions apply to available to the insured for a loss we cover under other insurance available to any person or Coverages A or B of this Coverage Part, our organization who is an additional insured obligations are limited as follows: under this coverage part. a. Primary Insurance (a) Primary Insurance When Required This insurance is primary except when b. By Contract below applies. If other insurance is also This insurance is primary if you have primary, we will share with all that other agreed in a written contract or written insurance by the method described in c. g agreement that this insurance be below. primary. If other insurance is also HG 00 0109 16 Page 16 of 21 primary, we will share with all that 5. Premium Audit other insurance by the method described in c.below. a. We will compute all premiums for this Coverage Part in accordance with our rules (b) Primary And Non-Contributory To and rates. Other Insurance When Required By Contract b. Premium shown in this Coverage Part as advance premium is a deposit premium only. If you have agreed in a written At the close of each audit period we will contract, written agreement, or permit compute the earned premium for that period that this insurance is primary and non- and send notice to the first Named Insured. contributory with the additional The due date for audit and retrospective insured's own insurance, this insurance premiums is the date shown as the due date is primary and we will not seek on the bill. If the sum of the advance and contribution from that other insurance, audit premiums paid for the Policy period Paragraphs (a) and (b) do not apply to greater than the earned premium, we will other insurance to which the additional return the excess to the first Named insured. insured has been added as an additional c. The first Named Insured must keep records of insured. the information we need for premium When this insurance is excess, we will have computation, and send us copies at such no duty under Coverages A or B to defend times as we may request. the insured against any "suit" if any other 6. Representations insurer has a duty to defend the insured against that"suit". If no other insurer defends, a. When You Accept This Policy we will undertake to do so, but we will be By accepting this policy,you agree: entitled to the insureds rights against all (1) The statements in the Declarations are those other insurers. accurate and complete; When this insurance is excess over other (2) Those statements are based upon insurance, we will pay only our share of the representations you made to us;and amount of the loss, if any, that exceeds the sum of: (3} We have issued this policy in reliance upon your representations. (1) The total amount that all such other insurance would pay for the loss in the b. Unintentional Failure To Disclose Hazards absence of this insurance; and if unintentionally you should fail to disclose all (2) The total of all deductible and self-insured hazards relating to the conduct of your amounts under all that other insurance. business that exist at the inception date of this not deny We will share the remaining loss, if any, with coverage under this agertCoverage, weall Part because any other insurance that is not described in of such failure. this Excess Insurance provision and was not bought specifically to apply in excess of the 7. Separation Of Insureds Limits of Insurance shown in the Declarations Except with respect to the Limits of Insurance, of this Coverage Part. and any rights or duties specifically assigned in c. Method Of Sharing this Coverage Part to the first Named Insured, this insurance applies: If all of the other insurance permits a. As if each Named Insured were the only contribution by equal shares, we will follow this method also. Under this approach each Named Insured;and insurer contributes equal amounts until it has b. Separately to each insured against whom paid its applicable limit of insurance or none claim is made or"suit'is brought. of the loss remains,whichever comes first. 8. Transfer Of Rights Of Recovery Against If any of the other insurance does not permit Others To Us contribution by equal shares, we will a. Transfer Of Rights Of Recovery contribute by limits. Under this method, each If the insured has rights to recover all or part insurer's share is based on the ratio of its applicable limit of insurance to the total of any payment, Including Supplementary applicable limits of insurance of all insurers. Payments, we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to HG 00 0109 16 Page 17 of 21 impair them. At our request, the insured will other motor vehicle insurance law where it is bring "suit" or transfer those rights to us and licensed or principally garaged. help us enforce them. However, "auto" does not include "mobile b. Waiver Of Rights Of Recovery (Waiver Of equipment". Subrogation) 5. "Bodily injury"means physical: If the insured has waived any rights of a. Injury; recovery against any person or organization b. Sickness;or for all or part of any payment, including c. Disease Supplementary Payments, we have made under this Coverage Part, we also waive that sustained by a person and, if arising out of the right, provided the insured waived their rights above,mental anguish or death at any time. of recovery against such person or 6. "Coverage territory"means: organization in a contract, agreement or permit that was executed prior to the injury or a. The United States of America (including its damage. territories and possessions), Puerto Rico and Canada; 9. When We Do Not Renew b. International waters or airspace, but only if If we decide not to renew this Coverage Part, we the injury or damage occurs in the course of will mail or deliver to the first Named Insured travel or transportation between any places shown in the Declarations written notice of the included in a.above;or nonrenewal not less than 30 days before the c. All other parts of the world if the injury or expiration date. damage arises out of: If notice is mailed, proof of mailing will be (1) Goods or products made or sold by you in sufficient proof of notice. the territory described in a.above; SECTION V—DEFINITIONS (2) The activities of a person whose home is 1. "Advertisement" means the widespread public in the territory described in a.above, but is dissemination of information or images that has away for a short time on your business;or the purpose of inducing the sale of goods, (3) "Personal and advertising injury" offenses products or services through: that take place through the Internet or a. (1) Radio; similar electronic means of communication (2) Television; provided the insured's responsibility to pay (3) Billboard; damages is determined in the United States of (4) Magazine; America (including its territories and possessions), Puerto Rico or Canada, in a "suit" on the merits (5) Newspaper;or according to the substantive law in such territory or b. Any other publication that is given widespread in a settlement we agree to. public distribution. 7. "Employee" includes a "leased worker". However, "advertisement"does not include: "Employee" does not include a "temporary a. The design, printed material, information or worker". images contained in, on or upon the g, "Employment-Related Practices"means: packaging or labeling of any goods or a. Refusal to employ that person; products;or b. Termination of that person's employment;or b. An interactive conversation between or C. Employment-related practices, policies, acts among persons through a computer network. or omissions, such as coercion, demotion, 2. "Advertising idea" means any idea for an evaluation, reassignment, discipline, "advertisement". defamation, harassment, humiliation, 3, "Asbestos hazard" means an exposure or discrimination or malicious prosecution threat of exposure to the actual or alleged directed at that person. properties of asbestos and includes the mere 9. "Executive officer" means a person holding any presence of asbestos in any form. of the officer positions created by your charter, 4. "Auto"means: constitution, by-laws or any other similar a. A land motor vehicle, trailer or semitrailer governing document. designed for travel on public roads, including 10.^Hostile fire" means one which becomes any attached machinery or equipment;or uncontrollable or breaks out from where it was b. Any other land vehicle that is subject to a intended to be. compulsory or financial responsibility law or HG 00 01 0916 Page IS of 21 11."Impaired property" means tangible property, a Preparing, other than "your product" or "your work", that � ) p g approving,rve or failing to cannot be used or is less useful because: prepare or approve, maps, shop drawings, opinions, reports, surveys, a. It incorporates "your product" or "your work" field orders, change orders or drawings that is known or thought to be defective, and specifications; or deficient,inadequate or dangerous;or (b) Giving directions or instructions, or b. You have failed to fulfill the terms of a failing to give them, if that is the contract or agreement; primary cause of the injury or damage; if such property can be restored to use by the or repair, replacement, adjustment or removal of (2) Under which the insured, if an architect, "your product" or "your work", or your fulfilling the engineer or surveyor, assumes liability for terms of the contract or agreement. an injury or damage arising out of the 12."Insured contract"means: insured's rendering or failure to render a. A contract for a lease of premises. However, professional services, including those listed that in (1) above and supervisory, inspection, portion of the contract for a lease of architectural or engineering activities. premises that indemnifies any person or 13."Leased worker" means a person leased to organization for damage by fire, lightning or you explosion to premises while rented to you or by a labor leasing firm under an agreement temporarily occupied by you with permission between you and the labor leasing firm, to of the owner is subject to the Damage to perform duties related to the conduct of your business. "Leased worker" does not include a Premises Rented To You Limit described in Section III—Limits of Insurance; "temporary worker". b. A sidetrack agreement; 14."Loading or unloading" means the handling of c. Any easement or license agreement, property: including an easement or license agreement a• After it is moved from the place where it is in connection with construction or demolition accepted for movement into or onto an operations on or within 50 feet of a railroad; aircraft,watercraft or"auto"; d. An obligation, as required by ordinance, to b. While it is in or on an aircraft, watercraft or indemnify a municipality, except in connection "auto";or with work for a municipality; c. While it is being moved from an aircraft, e. An elevator maintenance agreement; watercraft or "auto" to the place where it is f. That part of any other contract or agreement finally delivered; pertaining to your business (including an but "loading or unloading" does not include the indemnification of a municipality in connection movement of property by means of a mechanical with work performed for a municipality) under device, other than a hand truck, that is not which you assume the tort liability of another attached to the aircraft, watercraft or"auto". party to pay for "bodily injury" or "property 15."Mobile equipment"means any of the following damage" to a third person or organization, types of land vehicles, including any attached provided the "bodily injury' or "property machinery or equipment: damage" is caused, in whole or in part, by a. Bulldozers,farm machinery,forklifts and other you or by those acting on your behalf. Tort vehicles designed for use principally off public liability means a liability that would be roads; imposed by law in the absence of any b. Vehicles maintained for use solely on or next contract or agreement. . Paragraph f. includes that part of any contract to premises you own or rent; or agreement that indemnifies a railroad for c. Vehicles that travel on crawler treads; "bodily injury" or "property damage" arising d. Vehicles, whether self-propelled or not, out of construction or demolition operations, maintained primarily to provide mobility to within 50 feet of any railroad property and permanently mounted: affecting any railroad bridge or trestle, tracks, (1) Power cranes, shovels, loaders,diggers or road-beds,tunnel, underpass or crossing. drills; or However, Paragraph f. does not include that (2) Road construction or resurfacing part of any contract or agreement: equipment such as graders, scrapers or (1) That indemnifies an architect, engineer or rollers; surveyor for injury or damage arising out e. Vehicles not described in a., b.,c. or d.above of: that are not self-propelled and are maintained HG 00 01 09 16 Page 19 of 21 primarily to provide mobility to permanently e. Oral, written or electronic publication, in any attached equipment of the following types: manner, of material that violates a person's (1) Air compressors, pumps and generators, right of privacy; including spraying, welding, building f. Copying, in your "advertisement", a person's cleaning, geophysical exploration, lighting or organization's "advertising idea" or style of and well servicing equipment;or "advertisement";or (2) Cherry pickers and similar devices used to g. Infringement of copyright, slogan, or title of any literary or artistic work, in your raise or lower workers; "advertisement". f. Vehicles not described in a., b.,c.or d.above 18."Pollutants" mean any solid, liquid, gaseous or maintained primarily for purposes other than the transportation of persons or cargo. thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and However, self-propelled vehicles with the es of permanently attached waste. Waste includes materials to be recycled, following types reconditioned or reclaimed. equipment are not"mobile equipment" but will be considered"autos": 19."Prod ucts completed operations hazard": (1) Equipment designed primarily for: a. Includes all "bodily injury" and "property damage" occurring away from premises you (a) Snow removal; own or rent and arising out of "your product" (b) Road maintenance, but not or"your work"except: construction or resurfacing;or (1) Products that are still in your physical (c) Street cleaning; possession;or (2) Cherry pickers and similar devices (2) Work that has not yet been completed or mounted on automobile or truck chassis abandoned. However, "your work" will be and used to raise or lower workers;and deemed completed at the earliest of the (3) Air compressors, pumps and generators, following times: including spraying, welding, building (a) When all of the work called for in your cleaning, geophysical exploration, lighting contract has been completed. and well servicing equipment. (b) When all of the work to be done at the However, "mobile equipment" does not include job site has been completed if your any land vehicle that is subject to a compulsory contract calls for work at more than or financial responsibility law or other motor one job site. vehicle insurance law where it is licensed or (c) When that part of the work done at a principally garaged. Land vehicles subject to a job site has been put to its intended compulsory or financial responsibility law or other use by any person or organization motor vehicle insurance law are considered other than another contractor or "autos". subcontractor working on the same 16."Occurrence" means an accident, including project. continuous or repeated exposure to substantially Work khat may need service, the same general harmful conditions. maintenance, correction, repair or 17."Personal and advertising injury" means replacement, but which is otherwise injury, including consequential "bodily injury", complete,will be treated as completed. arising out of one or more of the following b. Does not include "bodily injury" or "property offenses: damage"arising out of: a. False arrest,detention or imprisonment; (1) The transportation of property, unless the b. Malicious prosecution; injury or damage arises out of a condition c. The wrongful eviction from, wrongful entry in or on a vehicle not owned or operated into, or invasion of the right of private by you, and that condition was created by occupancy of a room, dwelling or premises the "loading or unloading" of that vehicle that a person or organization occupies, by any insured; committed by or on behalf of its owner, (2) The existence of tools, uninstalled landlord or lessor; equipment or abandoned or unused d. Oral, written or electronic publication, in any materials;or manner, of material that slanders or libels a (3) Products or operations for which the person or organization or disparages a classification, listed in the Declarations or person's or organization's goods, products or in a policy Schedule, states that products- services; HG 00 0109 16 Page 20 of 21 completed operations are subject to the 24."Your product": General Aggregate Limit. 20."Property damage"means: a• Means: a. Physical injury to tangible property, including (1) Any goods products, other than real all resulting loss of use of thatproperty. All property, manufactured, sold, handled, distributed or disposed of by: such loss of use shall be deemed to occur at the time of the physical injury that caused it; (a) You; or (b) Others trading under your name;or b. Loss of use of tangible property that is not (c) A person or organization whose physically injured. All such loss of use shall business or assets you have acquired; be deemed to occur at the time of the and "occurrence"that caused it. (2) Containers (other than vehicles), As used in this definition, computerized or materials, parts or equipment furnished in electronically stored data, programs or software connection with such goods or products. are not tangible property. Electronic data means b. Includes information,facts or programs: a, Stored as or on; (1) Warranties or representations made at any time with respect to the fitness, b. Created or used on;or quality, durability, performance or use of c. Transmitted to or from; "your product'; and computer software, including systems and (2) The providing of or failure to provide applications software, hard or floppy disks, CD- warnings or instructions. ROMS, tapes, drives, cells, data processing c. Does not include vending machines or other devices or any other media which are used with property rented to or located for the use of electronically controlled equipment. others but not sold. 21."Suit" means a civil proceeding in, which 25."Your work": damages because of "bodily injury", "property a. Means: damage" or "personal and advertising injury" to which this insurance applies are alleged. "Suit" (1) Work or operations performed by you or includes: on your behalf;and a. An arbitration proceeding in which such (2) Materials, parts or equipment furnished in damages are claimed and to which the connection with such work or operations. insured must submit or does submit with our b• Includes consent; or (1) Warranties or representations made at b. Any other alternative dispute resolution any time with respect to the fitness, proceeding in which such damages are quality, durability, performance or use of claimed and to which the insured submits with "your work",and our consent. (2) The providing of or failure to provide 22."Temporary worker" means a person who is warnings or instructions. furnished to you to substitute for a permanent "employee" on leave or to meet seasonal or short-term workload conditions. 23."Volunteer worker"means a person who a. Is not your"employee"; b. Donates his or her work; c. Acts at the direction of and within the scope of duties determined by you;and d. Is not paid a fee, salary or other compensation by you or anyone else for their work performed for you. HG 00 01 09 16 Page 21 of 21 NAMED INSURED: Landmark Structures 1,L.P. POLICY NUMBER: 46UEAKQ1986 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURE® - OWNERS, LESSEES OR CONTRACTORS - OPTION IV This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Designated Project(s)Or Location(s) Or Or anization s : Of Covered operations: Blanket as required by written contract. Blanket as required by written contract. Information require to com lete this Schedule if not shown above will be shown in the Declarations. A. With respect to those person(s) or organization(s) but only if: shown in the Schedule above when you have (a) The written contract or written agreed in a written contract or written agreement agreement requires you to provide to provide insurance such as is afforded under this such coverage to such additional policy to them, Subparagraph f., Any Other insured at the project(s) or location(s) Party, under the Additional Insureds When designated in the Schedule;and Required By Written Contract, Written (b) This Coverage Part provides coverage Agreement Or Permit Paragraph of Section II — for"bodily injury" or"property damage" Who Is An Insured is replaced with the following: included within the "products- f. Any Other Party completed operations hazard". Any other person or organization who is not The insurance afforded to the additional an insured under Paragraphs a. through e. insured shown in the Schedule applies: above, but only with respect to liability for (1) Only if the "bodily injury" or "property "bodily injury", "property damage"or"personal damage" occurs, or the "personal and and advertising injury"arising out of: advertising injury"offense is committed: (1) Your ongoing operations performed for (a) During the policy period;and such additional insured at the project(s)or (b) Subsequent to the execution of such location(s)designated in the Schedule; written contract or written agreement; (2) Premises owned by or rented to you and and shown in the Schedule;or (c) Prior to the expiration of the period of (3) "Your work" for the additional insured at time that the written contract or written the project(s) or location(s) designated in agreement requires such insurance the Schedule and included within the be provided to the additional insured. "products-completed operations hazard", Page 1 of 2 Form HS 24 83 0713 OO 2013,The Hartford (Includes copyrighted material of Insurance Services Office, Inc.,with its permission.) (2) Only to the extent permitted by law;and When You Add Others As An Additional (3) Will not be broader than that which you Insured To This Insurance are required by the written contract or (a) Primary Insurance When Required By written agreement to provide for such Contract additional insured. This insurance is primary if you have agreed With respect to the insurance afforded to the in a written contract or written agreement that person(s)or organization(s)that are additional this insurance be primary. if other insurance insureds under this endorsement, the is also primary, we will share with all that following additional exclusion applies. other insurance by the method described in This insurance does not apply to "bodily Paragraph(c)below. This insurance does not injury", "property damage" or "personal and apply to other insurance to which the advertising injury" arising out of the rendering additional insured in the Schedule has been of, or the failure to render, any professional added as an additional insured. architectural, engineering or surveying (b) Primary And Non-Contributory To Other services,including: Insurance When Required By Contract (1) The preparing, approving, or failing to This insurance is primary to and will not seek prepare or approve maps, shop drawings, contribution from any other insurance opinions, reports, surveys, field orders, available to an additional insured under your change orders, designs or specifications; policy provided that: or (2) Supervisory, inspection, architectural or (i) The additional insured in the Schedule is a Named Insured under such other engineering activities. insurance;and The limits of insurance that apply to the additional (ii) You have agreed in a written contract or insured shown in the Schedule are described in the Limits Of Insurance section. written agreement that this insurance would be primary and would not seek How this insurance applies when other insurance is contribution from any other insurance available to the additional insured is described in the available to the additional insured in the Other Insurance Condition in Section IV — Schedule. Commercial General Liability Conditions,except as (c) Method Of Sharing otherwise amended below. B. With respect to insurance provided to the If all of the other insurance permits person(s) or organization(s) that are additional contribution by equal shares, we will follow this method also. Under this approach, each insureds under this endorsement, the When You insurer contributes equal amounts antil it has Add Others As An Additional Insured To This paid its applicable limit of insurance it none of Insurance subparagraph, under the Other Insurance Condition of Section IV—Commercial the loss remains,whichever comes first. General Liability Conditions is replaced with the It any of the other insurance does not permit following: contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. All other terms and conditions in the policy remain unchanged. Page 2 of 2 Form HS 24 83 0713 NAMED INSURED: Landmark Structures I,L.P. POLICY NUMBER: 46UEAK01988 COMMERCIAL AUTO CA 99 48 03 06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY - BROADENEDGE FOR COVERED AUT® EDS AUTO, MOTOR CARRIER AND TRUCKERS COVERAGE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Liability Coverage is changed as follows: "Covered pollution cost or expense" does not include any cost or expense arising out of the 1. Paragraph a. of the Pollution Exclusion ap- actual, alleged or threatened discharge, disper- plies only to liability assumed under a contract sal, seepage, migration, release or escape of or agreement. "pollutants": 2. With respect to the coverage afforded by Para- a, Before the"pollutants"or any property in graph A.I. above, Exclusion B.6. Care, Cus- which the "pollutants" are contained are tody Or Control does not apply. moved from the place where they are B. Changes In Definitions accepted by the "insured" for movement For the purposes of this endorsement, Paragraph into or onto the covered"auto";or D. of the Definitions Section is replaced by the b. After the "pollutants" or any property in following: which the "pollutants" are contained are D. "Covered pollution cost or expense"means any moved from the covered "auto" to the cost or expense arising out of: place where they are finally delivered, disposed of or abandoned by the "in- t. Any request, demand, order or statutory or sured". regulatory requirement that any"insured" or Paragraphs a.and b. above do not apply to others test for, monitor, clean up, remove, "accidents" that occur away from premises contain, treat, detoxify or neutralize, or in ffects of owned by or rented to "insured" with re- any way respond to, or assess the e"poAutants";or sped to "pollutants" nott in or upon a cov- ered"auto"if: 2. Any claim or"suit" by or on behalf of a gov- 1 The "pollutants" or any property in ernmental authority for damages because of ( � Which the "pollutants" are contained testing for, monitoring, cleaning up, remov- are upset,overturned or damaged as ing, containing, treating, detoxifying or neu- a result of the maintenance or use of tralizing, or in any way responding to or as- sessing the effects of"pollutants". a covered"auto";and (2) The discharge, dispersal, seepage, migration, release or escape of the "pollutants" is caused directly by such upset, overturn or damage. CA 99 48 03 06 ©ISO Properties, Inc.,2005 Page 1 of 1 13 NAMED INSURED: Landmark Structures I,L.P. POLICY NUMBER: 46UEAKQ1988 COMMERCIAL AUTOMOBILE HA 99 16 03 12 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM (Blanket as required by a written contract.) To the extent that the provisions of this endorsement provide broader benefits to the "insured" than other provisions of the Coverage Form,the provisions of this endorsement apply. 1. BROAD FORM INSURED d. Any "employee" of yours while using a A. Subsidiaries and Newly Acquired or covered "auto" you don't own, hire or Formed Organizations borrow in your business or your The Named Insured shown in the personal affairs. Declarations is amended to include: C Lessors as Irraureas (1) Any legal business entity other than a Psragrat)h A_1_-WHO 16'AN 1148URED_by partnership or joint venture,formed as a Ssctlord 11-Llabllily Carer is anwaded to subsidlary in which you have an add.- ownership dd.ownership interest of more than 50%on e. The lessor or a coyerrtd"auto'while ihiB the effective date of the Coverage Form. r However, the Named Insured does not auto' Is [Rased to you under a wri#ledr include any subsidiary that is an agreernont If: "insured" under any other automobile III This ngrearnent requlre,S vau to policy or would be an "insured" under provide dtreot primary rnsurance for such a policy but for its termination or the lessor and the exhaustion of its Limit of insurance. t2) The'auto"is Fened wit cut a drivar. (2) Any organization that is acquired or Such" a leased "autcn" will be agnsld@Mcl a formed by you and over which you cOvered 'autr<"you own and nol a covered maintain majority ownership. However, ^auto"you,hlre the Named Insured does not include any D, Additlonal Insured If Required by Contract newly formed or acquired organization: (a) That is a partnership or joint I1 t Paragraph A,1.'WH0 iS AN INSURED venture, - of Section 11 Lability Coverage Is (b) That is an"insured"under any other emanderll❑add- policy, f Merl You have agreed, In if Voiltan (c) That has exhausted its Limit of oDntract or written A_gre8men1,#hal a Insurance under any other policy,or gierson or orgdnizetlon be added as en additionai Insured on yhUr (d) 180 days or more after its business autnpoAry,such piersanpr acquisition or formation by you, organ9zalion Is ars-i❑sured",kui only unless you have given us notice of to the extent such wSon of the acquisition or formation. arganlaahon Is liable for "bodily Coverage does not apply to "bodily injure or"properly damage^causett injury" or"property damage"that results by ft conduct of an 51ns6recf"under from an "accident" that occurred before paragraphs a. or b. or Who Is An you formed or acquired the organization. Insured wllh reg;,rd to rhe B. Employees as Insureds ovmerahlj�, malntenarfce or use of a Paragraph AA. -WHO IS AN INSURED-of covered"aulc,` SECTION II - LIABILITY COVERAGE is amended to add: ©2011,The Hartford(includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc.,with its permission.) Page 1 of 5 E Pima and Non-OontribubM It The insurance afforded to any such � additional insured applies only if the Required by Contracl "bodily injury" or "property damage" only with respi�ct to lnsurarvuB prowled to occurs: an a41ditianal Insured In l,R. - Additional (1) During the policy period,and Insi,irad II Required tsv CunVaet, the (2) Subsequent to the execution of such following pravlsiona apply: written contract,and (3) Primary lrmurancia than Requlred By (3) Prior to the expiration of the period Contract of time that the written contract This Insurance ds primmy if ycw have requires such insurance be provided agreed in a wrltt@n Gonlract or written to the additional insured. agremnant 1ha1 thls Insurance be Rrlrraary Ir othr3r insurance I-, also (2) How Limits Apply tirrmary,We will share with all IhaL other If you have agreed in a written contract insuranca by the methad eissarlbed in or written agreement that another pthq�rf Irkmurarice 5,d, person or organization be added as an 14) Primary And t'lan_GGnlrltrutnry To Othe-r additional insured on your policy, the Insurance Then Required By Cnniract most we will pay on behalf of such II nu have acdread in PI-wrltion contract additional insured is the lesser of: or wrilten agreerrter7t lhat Ibis Insurance (a) The limits of insurance specified in Is primary and non-conhibutorY with the the written contract or written addlilumd Insured's Own insurance, this agreement;or Insurance ss primary and we VII nat (b) The Limits of Insurance shown in soak cianiributlQrl irom Ittat Other the Declarations. insurance. Such amount shall be a part of and not Paragraph&(3)and(4)cin riot apply to other in addition to Limits of Insurance shown Insurance to whlcb the additional insured in the Declarations and described in this has b.Etw added as an addlilonal insured. Section. When this insurance is axGesa,we wIll havio nit (31 Addltl0ital Insurads Other lrisurance duty to dofarid the insured apinsl any "smut" Ir If we cbvar a clalm or "sult" under this anY ether Insurer hRs a duty to defend the coverage Part i"i meY atsa be ovvef0d insured against that Sult-. It no other insurer by other Iftsurance avallahle to an defands, wo vullt underiake.to do so.but wa wtil addiltonal insured, such additional be entitled t4 rhe insured's rlghki3 against all insured must submit such clalm or"cull" lhnse other insurers. to the plher Insurer for defense and VVhert tills Insurrtnr- is excess ov4r. other Indemnity. InEwranca, we will pay only our 8113rr# of Me Flowevcar. Ihm provlalon does not apply awGunt of the loss. it any,chat exceeds the sum W the extent lhat you have agreed in a of,. written contract or uurltion agrearrient (1) The total arnount iff8l all such other that this Insurance tis pnmsry snd non• lnsurwr ce would pay for the loss In the contGibutory WIth the addltlarial insured's absence DI this-lnsurance.and own Insurance. (21 Thn total of all declactlole orad self-Insured (4) Duties in The Event Of Accident, Claim, amounts undEr all that other rnsuwOO- Suit or Loss yva will sham the remoIning Euss, if any, by the If you have agreed in a written contract methix.l rde>;crified In Other Insurance 6.4d. or written agreement that another 2 AUTOS RENTED BY EMPLOYEES person or organization be added as an additional insured on your policy, the Any "auto" hired or rented by your employee" additional insured shall be required to on your behalf and at your direction will be comply with the provisions in LOSS considered an"auto"you hire. CONDITIONS 2. - DUTIES IN THE The OTHER INSURANCE Condition is amended EVENT OF ACCIDENT, CLAIM , SUIT by adding the following: OR LOSS — OF SECTION IV — BUSINESS AUTO CONDITIONS, in the same manner as the Named Insured. ©2011,The Hartford(Includes copyrighted material Page 2 of 5 Form HA 9916 0312 of ISO Properties,Inc.,with its permission.) If an "employee's" personal insurance also 5. PHYSICAL DAMAGE - ADDITIONAL applies on an excess basis to a covered "auto" TEMPORARY TRANSPORTATION EXPENSE hired or rented by your "employee" on your COVERAGE behalf and at your direction, this insurance will Paragraph A be primary to the "employeo's" personal .4.a. of SECTION 111 - PHYSICAL insurance. DAMAGE COVERAGE is amended to provide a 3. AMENDED FELLOW EMPLOYEE EXCLUSION limit of $50 per day and a maximum limit of $1,000. EXCLUSION 5. - FELLOW EMPLOYEE - of 6. LOAN/LEASE GAP COVERAGE SECTION II - LIABILITY COVERAGE does not apply if you have workers' compensation Under SECTION III - PHYSICAL DAMAGE COVERAGE, in the event of a total insurance in-force covering all of your "loss" to a "employees". covered "auto", we will pay your additional legal Coverage is excess over any other collectible obligation for any difference between the actual cash value of the"auto"at the time of the"foss" insurance. and the"outstanding balance"of the loan/lease. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE "Outstanding balance" means the amount you If hired "autos" are covered "autos" for Liability owe on the loan/lease at the time of"loss" less Coverage and if Comprehensive, Specified any amounts representing taxes; overdue Causes of Loss, or Collision coverages are payments; penalties, interest or charges provided under this Coverage Form for any resulting from overdue payments; additional "auto" you own, then the Physical Damage mileage charges;excess wear and tear charges; Coverages provided are extended to"autos"you lease termination fees; security deposits not hire or borrow,subject to the following limit. returned by the lessor; costs for extended The most we will pay for "loss" to any hired warranties, credit life Insurance, health, accident "auto"is: or disability insurance purchased with the loan or (1) $100,000; lease; and carry-over balances from previous loans or leases. (2) The actual cash value of the damaged or 7. AIRBAG COVERAGE stolen property at the time of the"loss"or Under Paragraph B. EXCLUSIONS - of (3) The cost of repairing or replacing the SECTION III - PHYSICAL DAMAGE damaged or stolen property, COVERAGE,the following is added: whichever is smallest, minus a deductible. The deductible will be equal to the largest deductible The exclusion relating to mechanical breakdown does not apply to the accidental discharge of an applicable to any owned "auto" for that airbag. coverage.No deductible applies to"foss"caused by fire or lightning. Hired Auto Physical Damage $ ELECTRONIC EQUIPMENT - BROADENED coverage is excess over any other collectible COVERAGE insurance. Subject to the above limit,deductible a. The exceptions to Paragraphs B.4 - and excess provisions,we will provide coverage EXCLUSIONS-of SECTION ill- PHYSICAL equal to the broadest coverage applicable to any DAMAGE COVERAGE are replaced by the covered"auto"you own. following: We will also cover loss of use of the hired"auto" Exclusions 4.c. and 4.d. do not apply to if it results from an "accident", you are legally equipment designed to be operated solely liable and the lessor incurs an actual financial by use of the power from the "auto's" loss, subject to a maximum of $1000 per electrical system that, at the time of"loss", "accident", is: This extension of coverage does not apply to (1) Permanently installed in or upon any "auto" you hire or borrow from any of your the covered"auto'; "employees", partners (if you are a partnership), (2) Removable from a housing unit members (if you are a limited liability company), or members of their households. which is permanently installed in or upon the covered"auto'; (3) An integral part of the same unit housing any electronic equipment described in Paragraphs(1)and(2)above;or ©2011,The Hartford(Includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc_,with its permission.) Page 3 of 5 (4) Necessary for the normal If another Hartford Financial Services Group, operation of the covered"auto"or Inc. company policy or coverage form that is not the monitoring of the covered an automobile policy or coverage form applies to "auto's"operating system. the same"accident",the following applies: b.Section III — Version CA 00 01 03 10 of the (1) if the deductible under this Business Auto Business Auto Coverage Form, Physical Coverage Form is the smaller (or smallest) Damage Coverage, Limit of Insurance, deductible,it will be waived; Paragraph C.2 and Version CA 00 01 10 01 of (2) If the deductible under this Business Auto the Business Auto Coverage Form, Physical Coverage Form is not the smaller (or Damage Coverage, Limit of Insurance, smallest) deductible, it will be reduced by Paragraph C are each amended to add the the amount of the smaller (or smallest) following: deductible. $1,500 is the most we will pay for"loss" in 12. AMENDED DUTIES IN THE EVENT OF any one "accident" to all electronic ACCIDENT,CLAIM,SUIT OR LOSS equipment(other than equipment designed The requirement in LOSS CONDITIONS 2.a. - solely for the reproduction of sound, and DUTIES IN THE EVENT OF ACCIDENT,CLAIM, accessories used with such equipment) SUIT OR LOSS - of SECTION IV - BUSINESS that reproduces, receives or transmits AUTO CONDITIONS that you must notify us of audio, visual or data signals which, at the an"accident"applies only when the"accident"is time of"loss",is: known to: (1)Permanently installed in or upon (1) You,if you are an individual; the covered "auto" in a housing, opening or other location that is not (2) A partner,if you are a partnership; normally used by the "auto" (3) A.member, if you are a limited liability manufacturer for the installation of company;or such equipment; (4) An executive officer or insurance manager,if (2)Removable from a permanently you are a corporationr installed housing unit as described 13. UNINTENTIONAL FAILURE TO DISCLOSE in Paragraph 2.a. above or is an HAZARDS integral part of that equipment;or If you unintentionally fail to disclose any hazards (3)An integral part of such equipment. existing at the inception date of your policy, we c.For each covered"auto",should loss be limited will not deny coverage under this Coverage to electronic equipment only, our obligation to Form because of such failure. pay for, repair, return or replace damaged or 14. HIRED AUTO-COVERAGE TERRITORY stolen electronic equipment will be reduced by paragraph e. of GENERAL CONDITIONS 7. - the applicable deductible shown in the POLICY PERIOD, COVERAGE TERRITORY - Declarations, or$250, whichever deductible is of SECTION IV - BUSINESS AUTO less. CONDITIONS is replaced by the following: 9. EXTRA EXPENSE - BROADENED e. For short-term hired "autos", the coverage COVERAGE territory with respect to Liability Coverage is Under Paragraph A.-COVERAGE-of SECTION anywhere in the world provided that if the III - PHYSICAL DAMAGE COVERAGE, we will "insured's"responsibility to pay damages for pay for the expense of returning a stolen covered "bodily injury" or "property damage" is "auto"to you. determined in a"suit,"the"suit' is brought in 10. GLASS REPAIR-WAIVER OF DEDUCTIBLE the United States of America, the territories Under Paragraph D.-DEDUCTIBLE-of SECTION and possessions of the United States of III - PHYSICAL DAMAGE COVERAGE, the America, Puerto Rico or Canada or in a following is added: settlement we agree to. No deductible applies to glass damage if the II& WAIVER OF SUBROGATION glass is repaired rather than replaced. l RANSF E R Or RIGHTS OF RECOVERY 11. TWO OR MORE DEDUCTIBLES AGAINST OTH813S TO US • of SECTION IV - �4U INES8 AUTO CONDITION8 1$-aia¢ndod by Under Paragraph D.-DEDUCTIBLE-of SECTION adding the fatloVulrky III - PHYSICAL DAMAGE COVERAGE, the following is added: ©2011,The Hartford(Includes copyrighted material Page 4 of 5 Form HA 99 16 03 12 of ISO Properties,Inc.,with its permission.) 9 Wa walve any right of recovOry wa may have c.Regardless of the number of autos deemed a agaInat any pen5on or argi�[nizatWn with whom total loss, the most we will pay under this Vou have a wrttten eonlwal that nequlres such Hybrid, Electric, or Natural Gas Vehicle waiver h0ceuse of -Da ynxntq we maks fn: Payment Coverage provision for any one daersages under thla tsnvarage Farm "loss"is$10,000. 16. RESULTANT MENTAL ANGUISH COVERAGE For the purposes of the coverage provision, The definition of "bodily injury" in SECTION V- a.A "non-hybrid" auto is defined as an auto that DEFINITIONS is replaced by the following; uses only an internal combustion engine to "Bodily injury" means bodily injury, sickness or move the auto but does not include autos disease sustained by any person, including powered solely by electricity or natural gas. mental anguish or death resulting from any of b.A "hybrid" auto is defined as an auto with an these. internal combustion engine and one or more 17. EXTENDED CANCELLATION CONDITION electric motors; and that uses the internal Paraqrafy 2. of the CgMpitpN POJ ICY combustion engine and one or more electric CONDtTrONS CANCELLATION aotalles motors to move the auto, or the internal except aa f©Iiowa. combustion engine to charge one or more II we Lmneel for aft+ reM:in other that, electric motors,which move the auto. nonpayrne+)t of Prernlum, we wlll mail or dOlver 19. VEHICLE WRAP COVERAGE 14 the flit Named Insured written notice of In the event of a total loss to an"auto"for which s:arica anon al lease 60 flays t)efcrre the effective Comprehensive, Specified Causes of Loss, or date of cancellaiinrt Collision coverages are provided under this 18. HYBRID, ELECTRIC, OR NATURAL GAS Coverage Form, then such Physical Damage VEHICLE PAYMENT COVERAGE Coverages are amended to add the following: In the event of a total loss to a "non-hybrid"auto In addition to the actual cash value of the"auto", for which Comprehensive, Specified Causes of we will pay up to$1,000 for vinyl vehicle wraps Loss, or Collision coverages are provided under which are displayed on the covered "auto"at the this Coverage Form, then such Physical time of total loss. Regardless of the number of Damage Coverages are amended as follows; autos deemed a total loss, the most we will pay a.lf the auto is replaced with a "hybrid" auto or under this Vehicle Wrap Coverage provision for any one "loss" is $5,000. For purposes of this an auto powered solely by electricity or natural coverage provision, signs or other graphics gas, we will pay an additional 10%, to a painted or magnetically affixed to the vehicle are maximum of$2,500,of the"non-hybrid"auto's not considered vehicle wraps. actual cash value or replacement cost, whichever is less, b.The auto must be replaced and a copy of a bill of sale or new lease agreement received by us within 60 calendar days of the date of"loss," ©2011,The Hartford(Includes copyrighted material Form HA 99 16 03 12 of ISO Properties, Inc.,with its permission.) Page 5 of 5 NAMED INSURED: Landmark Structures 1, L.P. POLICY NUMBER(S):46UEAK01 986,46UEAK01988,46WEAAR1708 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO CERTIFICATE HOLDER(S) This policy is subject to the following additional If notice is mailed, proof of mailing to the last known Conditions: mailing address of the certificate holder(s) on file with A. If thlN policy is cancelled by the Company, vthet the agent of record or the Company will be sufficient than for nonpaynleet of premium, Notice of such proof of notice. cancellation wiii be provided at Isasl ttilrty (30) Any notification rights provided by this endorsement days in advance of tho cancellation effective date apply only to active certificate holder(s) who were to the cerollcate tivlder(s} with mailing addresses issued a certificate of insurance applicable to this ori file with tttie agent of record or the Company, policy's term. B. If this policy is cancelled by the Company for Failure to provide such notice to the certificate nonpayment of premium, or by the insured, notice holder(s) will not amend or extend the date the of such cancellation will be provided within (10) cancellation becomes effective, nor will it negate days of the cancellation effective date to the cancellation of the policy. Failure to send notice shall certificate holder(s) with mailing addresses on file impose no liability of any kind upon the Company or its with the agent of record or the Company. agents or representatives. Form 1H 03 13 06 11 Page 1 of 1 0 2011,The Hartford NAMED INSURED: Landmark Structures I,L.P. POLICY NUMBER: 46WEAAR1708 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 03 04 ( 13) POLICY NUMBER: 46WEAAR1708 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ❑ Specific Waiver Name of person or organization ❑ Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured 7/1412018 Premium Insurance Company Countersigned by DATE OF ISSUE: ST ASSIGN: Page 1 of 1 0Copyright 2014 National Council on Compensation Insurance,Inc.All Rights Reserved. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION F30CUMENTS Revision:Febmary2,20I6 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology 1. ....................... ..................................................................... .............. 01 Defined Terms........................... ............................................................... 2 Terminology................................ Article 2—Preliminary Matters..........2. ................... .......................................................................... ................... 01 Copies of Documents..................... ........................................................................... .................... 2.02 Commencement of Contract Time;Notice to Proceed., 2.03 Starting the Work....................... 8 2.04 .................................................................... ....................... Before Starting Construction................... ...................................2. .................................. ................ 05 Preconstruction Conference......................... 8 ......................................................................... 2.06 Public Meeting..................... 8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 --Contract Documents. Intent, Amending, Reuse.................. 3.01 Intent3.02 ............................................................................... 8 ...................................................... Reference Standards.................... 3.03 Reporting and Resolving Discrepancies............... 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents.................... . .............................................................. 6 Electronic Data........................ 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....................................................................... 5.01 Licensed Sureties and Insurers.............. ..16 5,02 Performance,Payment, and Maintenance Bonds.............. ...16 ...................................................... 5.03 Certificates of Insurance........................... ............16 ........................................................... ........... 4 Contractor's Insurance............... 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrta 7,2016 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 Pees and Royalties ........................................................26 . . 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 .............................................................. 6.11 Taxes .............................................................................28 6.12 Use of S ...............................ite 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...........................................................................................................I.......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 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site..................... .......................... ...... ...........................................................35 . . . 7.02 Coordination................... ............................................................................36 Article8-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 •••••........ ............. ........37 8.07 Limitations on City's Responsibilities....................................................................................... 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 Manager ............................................................................................................37 ....................... .................................. 9.02 Visits to Site ......................................................................................................37 . 9.03 Authorized Variations in Work ..................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,20 t6 Article 10-Changes in the Work; Claims;Extra Work.................... 38 10.01 Authorized Changes in the Work...................... 38 ......................................................................... 10.02 Unauthorized Changes in the Work.................................. .........39 ................................................ 10.03 Execution of Change Orders........................... 39 ............................................................... 04 Extra Work...................................................................................................................... 10.05 Notification to Surety........................ .39 10.06 Contract Claims Process...................... Article I 1 -Cost of the Work;Allowances;Unit Price Work;PIans Quantity Measurement......................41 11.01 Cost of the Work............... ................... ................. ........41 .................................................. ............ 02 Allowances................................ .......................................................... ............. ........ ................... 43 11.03 Unit Price Work........................................... 11.04 Plans Quantity Measurement...................................... ........45 ........................................................ Article 12-Change of Contract Price; Change of Contract Time........................... ....46 .................................. 12.01 Change of Contract Price.................... ....46 12.02 Change of Contract Time......................................... 47 ................................................................. 12.03 Delays.............................................. .........47 Article 13 -Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects.................................................. ....................48 .................................................. 13.02 Access to Work........................................................ .........48 .................................................. 3.03 Tests and Inspections........................................... 48 ............................................................ 4 Uncovering Work...................................................................... 13.05 City May Stop the Work................... ................................................................................ 13.06 Correction or Removal of Defective Work............. 50 13.07 Correction Period................... 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............... 14.04 Partial Utilization................................... ........55 ............................................................................. 14.05 Final Inspection............................................... .......55 ..................................................................... 14.06 Final Acceptance.................................. ..55 14.07 Final Payment................................. 14.08 Final Completion Delayed and Partial Retainage Release..................... 56 ................................... 14.09 Waiver of Claims................... ..57 Article 15 Suspension of Work and Termination............... 15.01 City May Suspend Work......................... 15.02 City May Terminate for Cause.................. 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 Revision:February 2,2016 Article17—Miscellaneous.......................................................................................................................I......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 Revision:Febmary 2,2016 007200-I GENERAL CONDITIONS Page I of63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY 1.0I 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 Iisted-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 Norm 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 Revision:Febmary 2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13, Change order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized ,older his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney–The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas,or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22, Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones,if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmasy2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day—A day,unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation --The officially appointed. Director of the Aviation Department of the City of Fort Worth,Texas, or his duly appointed representative, assistant,or agents. 28. Director of Parks and Community Services The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth,Texas,or his duly appointed representative, assistant,or agents. 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 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. 3 6. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmty 2,20 I6 00 72 00-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection -- Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40.Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44.Major Item.--An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45.Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed--A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs--Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50.Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.)as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule,prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 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 Revision:February2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent—The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes,vaults, tanks,tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day,not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 through E are not defined but,when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200-1 GENERAL CONDITIONS Page 7 of63 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 Revision:Febnuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febntary2,2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws,and Regulations I. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations,whether such reference be specific or by implication, shall rnean 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: I. 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 DOCi JMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. 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 OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdimary2,2016 007200-1 GENERAL CONDITIONS Page 1 I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are Iimited 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 STA±�DARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6mary2,2016 007200-1 GENERAL CONATIONS Page]2 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members, partners,employees, agents, consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto;or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data,interpretations,opinions,or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any"technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate;or 2. is of such a nature as to require a change in the Contract Documents;or 3. differs materially from that shown or indicated in the Contract Documents;or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL COMMONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract;or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site;or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 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. ndicated: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 WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-I GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.45 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. 4.46 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 Revision:Febmary 2,2016 007200-1 GENERAL CONDITIONS Page IS of 63 construction to be employed by Contractor and safety precautions and programs incident thereto;or 2. other data, interpretations, Opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data"or any such other data, interpretations,opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers,or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City(and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action,if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemni 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 awn 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 Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5--BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions, 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall fiirnish 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 reamed in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall,within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and 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 OFFORT WORTH STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general Iiability 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 Iicensed 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 Iines 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 CrI'Y OF PORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled,upon written request and without expense,to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either 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 perforin 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 Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and.Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 ,Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 00 72 00-1 GENERAL CONDITIONS page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services,Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor,transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up,and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-i GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 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 TORT WORTH STANDARD CONSTRUCTION SPECIFICATIOWDOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perforin 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 Revision:Febuary2,2016 0072nD-I GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subjcct 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 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by 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 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: it is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended)by the following: I. Contractor shall, upon request by City,provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,201 b 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationsbip 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 o 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 31st 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 deter-nination. 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 DOCOMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 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 Laves 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 resultingfrom CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas 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 comfy 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 FORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febivaty 2,2016 00 7200-1 GENEPAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3,02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711;or 2. h :/lwww.window.state tx.us/to.xinfo/taxfonris/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and OtherAreas: 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 ofthe 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 Revision:Febniary2,2016 00 72 00-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of 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 STA14DARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febamry2,2016 007200-I GENERAL.CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage,injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation,or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation,and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs,if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTI-T STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200-1 GENERAL CONDITIONS Page 3I of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours,the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07).Each submittal will be identified as City may require. I. 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 tape responsive action maybe 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 Revision:February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof 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 OFFORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6mary2,2016 007200-! GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute.None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: I. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test,or approval by others;or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13.The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND--BE EFFECTIVE_EVENY I-I'1 IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT.QMIS&1QN 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 Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT, OMISSION OR NEGLIGENCE OF THEC1 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques,sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents,papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febfuary2,2016 007200-1 GENERAL.CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title Vl; 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 Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions; 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2, the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay TRen Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections,tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febtuaty2,2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods,techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is David Townsend, PE,or his/her successor pursuant to written notification from the Director of the Water Department. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnj&y2,2016 007200-1 GENERAL CONOfT1ONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Per Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS;EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1, changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.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 Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies 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 malting 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 Revision:Febmary 2,20 L 6 00 72 00-I GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE It—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 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent or) 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 Revision:February 2,20 l 6 007200-I GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. S. 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. Lasses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.OLA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb=ry2,2016 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site,and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance., Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2, there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmy2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2, If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25%from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 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 SPECCF'ICATION DOCUMENTS Revision!Febmacy2,2016 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts,the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03);or 2, where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, 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 11.0l.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 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felsuary2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0l.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 11.0I.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors perforrning 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 Revision:Febmary2,2016 007700-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof] to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Febmary2,2016 00 72 00-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. if City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose,or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material,and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing,observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering,exposure,observation,inspection,testing,replacement,and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehruary2,2016 00 72 00-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor,any Supplier, any other individual or entity, or any surety for,or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Woric 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 OFFORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebmaty2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose, 13.08 Acceptance of Defective Work H, 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 pari: 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 Revision:Febnary2,2016 00 720G-I GENERAL CONDITIONS Page 52 oF63 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 aII 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 wbicb must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februaty2,2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review ofApplieations: 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 Revision:Fcbnmy2,2016 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). 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 14.02.13.4.a through 14.02.13.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;1{ebmary2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use,subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final-Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOMMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled;and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens fled 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 Revision:Fe6mary2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment,except that it shall not constitute a waiver of Contract Claims. B. Partial.retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. 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 STAITDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehmary2,2016 007200-I GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04,or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-201lestablished 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 S. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febni2ry2,20I6 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and ,Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 1 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 Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may,without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of 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 Revision:Febmary2,20I6 007200-I GENERAL.CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination,including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless,within that time period,City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions;or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process;or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended;or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OFFORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007300-1 SUPPLEMENTARY CONDITIONS Pagel of5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to thew in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 5C-1.01,"Defined Terms" 25 26 Add Definition; 27 Substantial Completion—The date at which the Work(or a specified part thereofl has progressed 28 to the poi_n_t_where,In the opinion of the City,the Work(or a specified part thereof)is sufficiently 29 complete,in accordance with the Agreement and all Contract Documents,so that the Work(or a 30 specified part thereof)can be utilized for the purposes for which it is intended. The terms 31 "substantially complete"and"substantially completed"as applied to all or part of the Work refer 32 to Substantial Completion thereof. 33 34 SC-3.0313.2,"Resolving Discrepancies" 35 36 Plans govern over Specifications. 37 38 SC-4.01A 39 40 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 41 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 42 Contract Drawings. 43 44 SC-4.01A.1.,"Availability of Lands" 45 46 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 47 November 9,2018: 48 49 50 51 52 53 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Paget of5 1 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Electrical Service Easement Tri-County Electric&Cooperative February 2019 Tank Site City of Fort Worth January 2019 50'Tank Temporary Construction Easement City of Fort Worth January 2019 24'Tank Temporary Construction Access City of Fort Worth January 2019 Easement 2 The Contractor understands and agrees that the dates Iisted above are estimates only, are not guaranteed, 3 and do not bind the City. 4 5 If Contractor considers the final easements provided to differ materially from the representations on the 6 Contract Drawings, Contractor shall within five (5)Business Days and before proceeding with the Work, 7 notify City in writing associated with the differing easement line locations. 8 9 SC-4.01A.2,"Availability of Lands" 10 1 I Utilities or obstructions to be removed,adjusted,and/or relocated 12 13 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 14 as of November 9,2018: 15 16 None 17 18 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 19 and do not bind the City. 20 21 SC-4.02A.,"Subsurface and Physical Conditions" 22 23 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 24 25 A Geotechnical Report,Report No. 103-17-244,dated February 28,2017,prepared by CMJ Engineering, a 26 sub-consultant of Kimley-Horn and Associates, Inc.a consultant of the City,providing additional 27 information on geotechnical conditions. 28 29 A Geotechnical Report,Report No. 103-17-244-A,dated July 11,2017,prepared by CMJ Engineering,a 30 sub-consultant ofKimley-Horn and Associates, Inc.a consultant of the City,providing additional 31 information on geotechnical conditions. 32 33 The following are drawings of physical conditions in or relating to existing surface and subsurface 34 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 35 None 36 37 SC-4.06A.,"Hazardous Environmental Conditions at Site" 38 39 The following are reports and drawings of existing hazardous environmental conditions known to the City: 40 41 An Environmental Report,dated June 16,2017,prepared by W&M Environmental Group,LLC,a 42 subconsultant of Kimley-Horn and Associates,Inc.,a consultant of the City,providing additional 43 information on environmental conditions. 44 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised.January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 SC-5.03A.,"Certificates of Insurance" 2 3 The entities listed below arc"additional insureds as their interest may appear"including their respective 4 officers,directors,agents and employees. 5 6 (1) City 7 (2) Consultant: Kimley Horn and Associates,Inc. 8 (3) Other: None 9 10 SC-5.04A.,"Contractor's Insurance" 11 12 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 13 coverages for not less than the following amounts or greater where required by laws and regulations: 14 15 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 16 17 Statutory limits 18 Employer's liability 19 $100,000 each accident/occurrence 20 $100,000 Disease-each employee 21 $500,000 Disease-policy limit 22 23 SC-5.04B.,"Contractor's Insurance" 24 25 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 26 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 27 minimum limits of: 28 29 $1,000,000 each occurrence 30 $2,000,000 aggregate limit 31 32 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 33 General Aggregate Limits apply separately to each job site. 34 35 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 36 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 37 38 SC 5.04C.,"Contractor's Insurance" 39 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 40 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 41 42 (1) Automobile Liability-a commercial business policy sball provide coverage on"Any Auto", 43 defined as autos owned,hired and non-owned. 44 45 $1,000,000 each accident on a combined single limit basis.Split limits are acceptable if limits are at 46 least: 47 48 $250,000 Bodily Injury per person/ 49 $500,000 Bodily Injury per accident 1 50 $100,000 Property Damage 51 52 SC-5.04D.,"Contractor's Insurance" 53 54 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 55 material deliveries to cross railroad properties and tracks CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No_100378 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 2 None. 3 4 SC-6.04.,"Project Schedule" 5 6 Project schedule shall be Tier 3 for the project. 7 8 SC-6.07.,"Wage Rates" 9 10 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 11 Appendixes: 12 Heavy and Highway Construction Prevailing Wage Rates 2008 and 2008 Prevailing Wage Rates 13 Construction Industry 14 15 SC-6.09.,"Permits and Utilities" 16 17 SC-6.09A.,"Contractor obtained permits and licenses" 18 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 19 20 None. 21 22 SC-6.09B."City obtained permits and licenses" 23 The following are known permits and/or licenses required by the Contract to be acquired by the City: 24 1. TCEQ—Public Water System Plan Review 25 2. TDLR—Accessibility Review and Compliance 26 27 SC-6.09C."Outstanding permits and licenses" 28 29 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of March 1, 30 2018: 31 32 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 33 SC-7.02.,"Coordination" 34 35 The individuals or entities listed below have contracts with the City for the performance of other work at 36 the Site: 37 Vendor Scope of Work Coordination Authority Tri-County Electric Overhead Electric Service City Cooperative WS V Water Line Contractor 16"water line construction to City serve site 38 39 40 SC-8.01,"Communications to Contractor" 41 42 Contractor is responsible for coordinating with Tri-County Electric Cooperative for the installation of 43 electrical service to the site.Payment for electric service line installation shall be by the contractor in 44 accordance with the allowance set forth in the contract. 45 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of5 1 SC-9.01.,"City's Project Manager" 2 3 The City's Project Manager for this Contract is David Townsend,P.E.,or his/her successor pursuant to 4 written notification from the Director of Water Department. 5 6 SC-13.03C.,"Tests and Inspections" 7 8 None 9 10 SC 14.10,"Substantial Completion" 11 12 A. When Contractor considers the entire Work sufficiently complete,in accordance with the 13 Contract Documents and this Agreement.such that the Ci1y may implement or use the Work for 14 its intended purpose,Contractor_shall notify the City in writing that the entire Work is 15 substantially complete and request that the Ci1y issue a letter of Substantial Com letion. 16 Contractor shall at the same time submit to the City an initial draft punch list to be completed or 17 corrected before final acceptance. 18 B. Promptly after Contractor's notification, City and Contractor shall make an inspection of the 19 Work to determine the status of completion. If City does not consider the Work substantiallyr 20 complete,City will notify Contractor in writing giving the reasons therefore., 21 C. If City considers the Work substantially complete,City will deliver to Contractor a letter of 22 Substantial_Completion which shall fix the date of Substantial Completion. There shall be 23 attached to the Letter of Substantial CQ=IctIon a list of items to be completed or corrected 24 before Final Acceptance. 25 D. At the time of receipt of the letter of Substantial Completion,City and Contractor will confer 26 regarding City's use or occupancy of the Work following Substantial Completion. All surety 27 and insurance shall remain in effect until Final Payment. 28 E. After Substantial Completion,the Contractor shall promptly begin work on the punch list of 29 items to be completed or corrected prior to Final Acceptance. In appropriate cases, Contractor, 30 may submit monthly Applications for Payment for completed punch list items,following the 31 progress payment procedures set forth herein. 32 33 34 SC-16.01C.1,"Methods and Procedures" 35 36 None 37 38 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F.Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project Manager_ CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 22,2016 01 11 00-1 SUMMARY OF WORK Page] of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Added 1.2.A.2 10 3. Modified 1.4.13.1 11 4. Added 1.4.B.2 12 5. Added 1.4.0 13 6. Added I AX 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division 1 - General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Unit Price-Work associated with this Item is considered subsidiary to the various 20 items bid. No separate payment will be allowed for this Item. 21 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 22rp 1Ce. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Work Covered by Contract Documents 26 1. Work is to include furnishing all labor,materials, and equipment,and performing 27 all Work necessary for this construction project as detailed in the Drawings and 28 Specifications. 29 B. Subsidiary Work 30 1. Unit Price Bid-Any and all Work specifically governed by documentary 31 requirements for the project, such as conditions imposed by the Drawings or 32 Contract Documents in which no specific item for bid has been provided for in the 33 Proposal and the item is not a typical unit bid item included on the standard bid 34 item list,then the item shall be considered as a subsidiary item of Work,the cost of 35 which shall be included in the price bid in the Proposal for various bid items. 36 2. Lump Sum Price Any and all Work specifically governed by documentary 37 requirements for the project, such as conditions imposed by the Drawings or 38 Contract Documents are included in the total lump sum price bid. CITY OF FORT WORTH WFSTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 Of 11 00-2 SUMMARY OF WORK Page 2 o f 3 1 C. Examination of the Site 2 1. Visit the site,to compare drawings and specifications with any work in place,and 3 observe all site conditions,including other work, if any,is being performed, 4 Failure to visit the site shall not relieve the Contractor from the necessityof 5 ftimishina materials or performin; work required to complete work in accordance 6 with the Contract Documents. 7 D. Use of Premises 8 1. Coordinate uses of premises under direction of flit City. 9 2. Assume full responsibility for protection and safekeeping of materials and 10 equipment stored on the Site. 11 3. Use and occupy only portions of the public streets and alleys, or other public places 12 or other rights-of-way as provided for in the ordinances of the City, as shown in the 13 Contract Documents,or as may be specifically authorized in writing by the City. 14 a. A reasonable number of tools,materials, and equipment for construction 15 purposes may be stored in such space,but no more than is necessary to avoid 16 delay in the construction operations. 17 b. Excavated and waste materials shall be stored in such a way as not to interfere t 8 with the use of spaces that may be designated to be left free and unobstructed 19 and so as not to inconvenience occupants of adjacent property. 20 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 21 manner as not to interfere with the operation of the railroad. 22 1) All Work shall be in accordance with railroad requirements set forth in 23 Division 0 as well as the railroad permit. 24 E. Work within Easements 25 1. Do not enter upon private property for any purpose without having previously 26 obtained permission from the owner of such property. 27 2. Do not store equipment or material on private property unless and until the 28 specified approval of the property owner has been secured in writing by the 29 Contractor and a copy furnished to the City. 30 3. Unless specifically provided otherwise,clear all rights-of-way or easements of 31 obstructions which must be removed to make possible proper prosecution of the 32 Work as a part of the project construction operations. 33 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 34 lawns, fences, culverts, curbing, and all other types of structures or improvements, 35 to all water, sewer,and gas lines,to all conduits,overhead pole lines, or 36 appurtenances thereof,including the construction of temporary fences and to all 37 other public or private property adjacent to the Work. 38 5. Notify the proper representatives of the owners or occupants of the public or private 39 lands of interest in Lands which might be affected by the Work. 40 a. Such notice shall be made at least 48 hours in advance of the beginning of the 41 Work. 42 b. Notices shall be applicable to both public and private utility companies and any 43 corporation, company,individual,or other, either as owners or occupants,whose 44 land or interest in land might be affected by the Work. CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 1100-3 SUMMARY OF WORK Page3 of3 1 c. Be responsible for all damage or injury to property of any character resulting 2 from any act, omission,neglect, or misconduct in the manner or method or 3 execution of the Work,or at any time due to defective work, material, or 4 equipment. 5 6. Fence 6 a. Restore all fences encountered and removed during construction of the Project 7 to the original or a better than original condition. 8 b. Erect temporary fencing in place of the fencing removed whenever the Work is 9 not in progress and when the site is vacated overnight, and/or at all times to 10 provide site security. 11 c. The cost for all fence work within easements, including removal,temporary 12 closures and replacement, shall be subsidiary to the various items bid in the 13 project proposal,unless a bid item is specifically provided in the proposal. 14 F. Partial Owner Occupancy 15 1. The City reserves the right to take possession and use any completed or partially 16 completed portion of the Work regardless of the time of completion of the Work, 17 providing it does not interfere with the Contractor's work. Such possession or use 18 of the Work shall not be construed as final acceptance of the project or any portion 19 thereof. 20 1.5 SUBMITTALS [NOT USED] 21 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE,AND HANDLING[NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] 28 PART 2- PRODUCTS [NOT USED] 29 PART 3 - EXECUTION [NOT USED] 30 END OF SECTION Revision Lag DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH WESTSIDE V--PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Pagel of4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 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. Modified 1.2A.1 16 2, Added 1.2A.2 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Unit Price-Work associated with this Item is considered subsidiary to the various 23 items bid. No separate payment will be allowed for this Item. 24 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 25rn ice. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Request for Substitution- General 29 1. Within 30 days after award of Contract (unless noted otherwise), the City will 30 consider formal requests from Contractor for substitution of products in place of 31 those specified. 32 2. Certain types of equipment and kinds of material are described in Specifications by 33 means of references to names of manufacturers and vendors, trade names, or 34 catalog numbers. 35 a. When this method of specifying is used, it is not intended to exclude from 36 consideration other products bearing other manufacturer's or vendor's names, 37 trade names, or catalog numbers,provided said products are "or-equals," as 38 determined by City. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 2500-2 SUBSTITUTION PROCEDURES Page 2 of4 1 3. Other types of equipment and kinds of material may be acceptable substitutions 2 under the following conditions: 3 a. Or-equals are unavailable due to strike, discontinued production of products 4 meeting specified requirements, or other factors beyond control of Contractor; 5 or, 6 b. Contractor proposes a cost and/or time reduction incentive to the City. 7 1.5 SUBMITTALS 8 A. See Request for Substitution Form(attached) 9 B. Procedure for Requesting Substitution 10 1. Substitution shall be considered only: 11 a. After award of Contract 12 b. Under the conditions stated herein 13 2. Submit 3 copies of each written request for substitution, including: 14 a. Documentation 15 1) Complete data substantiating compliance of proposed substitution with 16 Contract Documents 17 2) Data relating to changes in construction schedule, when a reduction is 18 proposed 19 3) Data relating to changes in cost 20 b. For products 21 1) Product identification 22 a) Manufacturer's name 23 b) Telephone number and representative contact name 24 c) Specification Section or Drawing reference of originally specified 25 product, including discrete name or tag number assigned to original 26 product in the Contract Documents 27 2) Manufacturer's literature clearly marked to show compliance of proposed 28 product with Contract Documents 29 3) Itemized comparison of original and proposed product addressing product 30 characteristics including, but not necessarily limited to: 31 a) Size 32 b) Composition or materials of construction 33 c) Weight 34 d) Electrical or mechanical requirements 35 4) Product experience 36 a) Location of past projects utilizing product 37 b) Name and telephone number of persons associated with referenced 38 projects knowledgeable concerning proposed product 39 c) Available field data and reports associated with proposed product 40 5) Samples 41 a) Provide at request of City. 42 b) Samples become the property of the City. 43 c. For construction methods: 44 1) Detailed description of proposed method 45 2) Illustration drawings 46 C. Approval or Rejection 47 1. Written approval or rejection of substitution given by the City CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,201 L 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 2. City reserves the right to require proposed product to comply with color and pattern 2 of specified product if necessary to secure design intent. 3 3. In the event the substitution is approved,the resulting cost and/or time reduction 4 will be documented by Change Order in accordance with the General Conditions. 5 4. No additional contract time will be given for substitution. 6 5. Substitution will be rejected if- 7 a. Submittal is not through the Contractor with his stamp of approval 8 b. Request is not made in accordance with this Specification Section 9 c. In the City's opinion, acceptance will require substantial revision of the original 10 design 11 d. In the City's opinion, substitution will not perform adequately the function I2 consistent with the design intent 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. In making request for substitution or in using an approved product, the Contractor 18 represents that the Contractor: 19 1. Has investigated proposed product, and has determined that it is adequate or 20 superior in all respects to that specified, and that it will perform function for which 21 it is intended 22 2. Will provide same guarantee for substitute item as for product specified 23 3. Will coordinate installation of accepted substitution into Work, to include building 24 modifications if necessary, making such changes as may be required for Work to be 25 complete in all respects 26 4. Waives all claims for additional costs related to substitution which subsequently 27 arise 28 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 - EXECUTION [NOT USED] 33 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 34 CITY OF FORT WORTH WESTSIDF.V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 25 00-4 SUBSTITUTION PROCEDURES Page of4 1 EXHIBIT A 2 REQUEST FOR,SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 1 l Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. i5 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item, 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH WFSTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 013119-1 PRECONSTRUCTION MEETING Page I of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - GENERAIL, 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. Modified 1.2A.1 10 2. Added 1.2A.2 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Unit Price-Work associated with this Item is considered subsidiary to the various 17 items bid. No separate payment will be allowed for this Item. 18 2. Lump Sum Price-Work associated with this Item is included in the total lum sum 19rp ice. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Attend preconstruction meeting. 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. Meeting 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 B. Preconstruction Meeting 30 1. A preconstruction meeting will be held within 14 days after the execution of the 31 Agreement and before Work is started. 32 a. The meeting will be scheduled and administered by the City. 33 2. The Project Representative will preside at the meeting,prepare the notes of the 34 meeting and distribute copies of same to all participants who so request by fully 35 completing the attendance form to be circulated at the beginning of the meeting. 36 3. Attendance shall include: 37 a. Project Representative 38 b. Contractor's project manager CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION iIAEETtNG Page 2 of 3 1 c. Contractor's superintendent 2 d. Any subcontractor or supplier representatives whom the Contractor may desire 3 to invite or the City may request 4 e. Other City representatives 5 £ Others as appropriate 6 4. Construction Schedule 7 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 8 provide at Preconstruction Meeting. 9 b. City will notify Contractor of any schedule changes upon Notice of 10 Preconstruction Meeting. 11 5. Preliminary Agenda may include: 12 a. Introduction of Project Personnel 13 b. General Description of Project 14 c. ,Status of right-of-way,utility clearances, easements or other pertinent permits 15 d. Contractor's work plan and schedule 16 e. Contract Time 17 f. Notice to Proceed 18 g. Construction Staking 19 h. Progress Payments 20 i. Extra Work and Change Order Procedures 21 j. Field Orders 22 k. Disposal Site Letter for Waste Material 23 L Insurance Renewals 24 in. Payroll Certification 25 n. Material Certifications and Quality Control Testing 26 o. Public Safety and Convenience 27 p. Documentation of Pre-Construction Conditions 28 q. Weekend Work Notification 29 r. Legal Holidays 30 s. Trench Safety Plans 31 t. Confined Space Entry Standards 32 u. Coordination with the City's representative for operations of existing water 33 systems 34 v. Storm Water Pollution Prevention Plan 35 w. Coordination with other Contractors 36 x. Early Warning System 37 y. Contractor Evaluation 38 z. Special Conditions applicable to the project 39 aa. Damages Claims 40 bb. Submittal Procedures 41 cc. ,Substitution Procedures 42 dd. Correspondence Routing 43 cc. Record Drawings 44 ff. Temporary construction facilities 45 gg. M/WBE or MBE/SBE procedures 46 hh. Final Acceptance 47 ii. Final Payment 48 J. Questions or Comments CITY"OF FORT WORTH WEST8tDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised August 17,2012 01 31 19-3 PRECONSTRUCTI0N 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 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised August l7,2012 013120-1 PROJECT MEETINGS Page l of3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 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. Modified 1.2A.1 11 2. Added 1.2A.2 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Unit Price-Work associated with this Item is considered subsidiary to the various 18 items bid. No separate payment will be allowed for this Item. 19 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 20 wk— e-21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Schedule, attend and administer as specified,periodic progress meetings, and 25 specially called meetings throughout progress of the Work. 26 2. Representatives of Contractor, subcontractors and suppliers attending meetings 27 shall be qualified and authorized to act on behalf of the entity each represents. 28 3. Meetings administered by City may be tape recorded. 29 a. If recorded, tapes will be used to prepare minutes and retained by City for 30 future reference. 31 4. Meetings, in addition to those specified in this Section, may be held when requested 32 by the City, Engineer or Contractor. 33 B. Pre-Construction Neighborhood Meeting 34 1. After the execution of the Agreement, but before construction is allowed to begin, 35 attend 1 Public Meeting with affected residents to: 36 a. Present projected schedule,including construction start date 37 b. Answer any construction related questions 38 2, Meeting Location CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 31 20-2 PROTECT MEETINGS Page 2 of 3 1 a. Location of meeting to be determined by the City. 2 3. Attendees 3 a. Contractor 4 b. Project Representative 5 c. Other City representatives 6 4. Meeting Schedule 7 a. In general, the neighborhood meeting will occur within the 2 weeks following 8 the pre-construction conference. 9 b. hi no case will construction be allowed to begin until this meeting is held. 10 C. Progress Meetings 11 1. Formal project coordination meetings will be held periodically. Meetings will be 12 scheduled and administered by Project Representative. 13 2. Additional progress meetings to discuss specific topics will be conducted on an as- 14 needed basis. Such additional meetings shall include, but not be limited to: 15 a. Coordinating shutdowns 16 b. Installation of piping and equipment 17 c. Coordination between other construction projects 18 d. Resolution of construction issues 19 e. Equipment approval 20 3. The Project Representative will preside at progress meetings,prepare the notes of 21 the meeting and distribute copies of the same to all participants who so request by 22 fully completing the attendance form to be circulated at the beginning of each 23 meeting. 24 4. Attendance shall include: 25 a. Contractor's project manager 26 b. Contractor's superintendent 27 c. Any subcontractor or supplier representatives whom the Contractor may desire 28 to invite or the City may request 29 d. Engineer's representatives 30 e. City's representatives 31 f. Others, as requested by the Project Representative 32 5. Preliminary Agenda may include: 33 a. Review of Work progress since previous meeting 34 b. Field observations,problems, conflicts 35 c. Items which impede construction schedule 36 d. Review of off-site fabrication, delivery schedules 37 e. Review of construction interfacing and sequencing requirements with other 38 construction contracts 39 f. Corrective measures and procedures to regain projected schedule 40 g. Revisions to constriction schedule 41 h. Progress, schedule, during succeeding Work period 42 i. Coordination of schedules 43 j. Review submittal schedules 44 k. Maintenance of quality standards 45 1. Pending changes and substitutions 46 m. Review proposed changes for: 47 1) Effect on construction schedule and on completion date 48 2) Effect on other contracts of the Project CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 31 20-3 PROJECT MEETINGS Paae 3 of 3 1 n. Review Record Documents 2 o. Review monthly pay request 3 p. Review status of Requests for Information 4 6. Meeting Schedule 5 a. Progress meetings will be held periodically as determined by the Project 6 Representative. 7 1) Additional meetings may be held at the request of the: 8 a) City 9 b) Engineer 10 c) Contractor 11 7. Meeting Location 12 a. The City will establish a meeting location. 13 1) To the extent practicable, meetings will be held at the Site. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 110 DELIVERY,STORAGE,AND HANDLING [NOT USED] 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2- PRODUCTS [NOT USED] 23 PART 3 - EXECUTION [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 013213-1 SCHEDULE OF VALUES Pagel of 2 1 SECTION 0132 13 2 SCHEDULE OF VALUES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Schedule of Values 8 B. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 --General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is included in the total lump sum price. 14 1.3 REFERENCES [NOT USED] 15 1.4 ADMINISTRATIVE REQUIREMENTS 16 A. Schedule of Values 17 1. General 18 a. Prepare a schedule of values in conjunction with the preparation of the progress 19 schedule. 20 1) Coordinate preparation of schedule of values and progress schedule. 21 b. Correlate Iine items with other administrative schedules and the forms required 22 for the work, including the progress schedule,payment request form, listing of 23 subcontractors, schedule of allowances, schedule of alternatives, listing of 24 products and principal suppliers and fabricators, and the schedule of submittals. 25 c. Provide breakdown of the Contract Sum in accordance with measurement and 26 payment sections and with sufficient detail to facilitate continued evaluation of 27 payment requests and progress reports. 28 1) Break down principal subcontract amounts into several line items in 29 accordance with section measurement and payment. 30 d. Round off to the nearest whole dollar, but with the total equal the Contract 31 Sum, 32 1.5 SUBMITTALS 33 A. Schedule of Values 34 1. Submit Schedule of Values in native file format and pdf format. 35 2. Submit Schedule of Values monthly no later than the last day of the month. CITY OF F'OR'T WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.10037& August 2017 0132 I3-2 SCHEDULE OF VALUES Page 2 of2 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 19 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Schedule shall be experienced in the 6 preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 August 2017 0132 f6-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of5 1 SECTION 013216 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 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 I1 1. Modified 1.2A.1 12 2. Added 1.2A.2 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Unit Price-Work associated with this Item is considered subsidiary to the various 19 items hid. No separate payment will be allowed for this Item. 20 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 21 rp ice. 22 1.3 REFERENCES 23 A. Definitions 24 1. Schedule Tiers 25 a. Tier 1 -No schedule submittal required by contract. Small, brief duration 26 projects 27 b. Tier 2 -No schedule submittal required by contract, but will require some 28 milestone dates. Small, brief duration projects 29 c. Tier 3 - Schedule submittal required by contract as described in the 30 Specification and herein. Majority of City projects, including all bond program 31 projects 32 d. Tier 4 - Schedule submittal required by contract as described in the 33 Specification and herein. Large and/or complex projects with long durations 34 1) Examples: large water pump station project and associated pipeline with 35 interconnection to another governmental entity 36 e. Tier 5- Schedule submittal required by contract as described in the 37 Specification and herein. Large and/or very complex projects with long 38 durations, high public visibility 39 1) Examples might include a water or wastewater treatment plant CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised Ady 1,2011 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Paget of5 1 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 2 as the baseline for measuring progress and departures from the schedule. 3 3. Progress Schedule-Monthly submittal of a progress schedule documenting 4 progress on the project and any changes anticipated. 5 4. Schedule Narrative- Concise narrative of the schedule including schedule 6 changes, expected delays, key schedule issues, critical path items, etc 7 B. Reference Standards 8 1. City of Fort Worth Schedule Guidance Document 9 1.4 ADMINISTRATIVE REQUIREMENTS 10 A. Baseline Schedule 11 1. General 12 a. Prepare a cost-loaded baseline Schedule using approved software and the 13 Critical Path Method(CPM)as required in the City of Port Worth Schedule 14 Guidance Document. 15 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 16 understanding of the work to be performed and known issues and constraints 17 related to the schedule. 18 c. Designate an authorized representative(Project Scheduler) responsible for 19 developing and updating the schedule and preparing reports. 20 B. Progress Schedule 21 1. Update the progress Schedule monthly as required in the City of Fort Worth 22 Schedule Guidance Document. 23 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 24 3. Change Orders 25 a. Incorporate approved change orders, resulting in a change of contract time, in 26 the baseline Schedule in accordance with City of Fort Worth Schedule 27 Guidance Document. 28 C. Responsibility for Schedule Compliance 29 1. Whenever it becomes apparent from the current progress Schedule and CAM Status 30 Report that delays to the critical path have resulted and the Contract completion 31 date will not be met, or when so directed by the City, make some or all of the 32 following actions at no additional cost to the City 33 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 34 outlining: 35 1) A written statement of the steps intended to take to remove or arrest the 36 delay to the critical path in the approved schedule 37 2) Increase construction manpower in such quantities and crafts as will 38 substantially eliminate the backlog of work and return current Schedule to 39 meet projected baseline completion dates 40 3) Increase the number of working hours per shift, shifts per day, working 41 days per week, the amount of construction equipment, or any combination 42 of the foregoing, sufficiently to substantially eliminate the backlog of work 43 4) Reschedule activities to achieve maximum practical concurrency of 44 accomplishment of activities, and comply with the revised schedule CITY OF FORT WORT]I WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 013216-3 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 WESTSIDE V_PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDLLE 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 WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS City Project No. 100378 Revised July 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 1 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 oft 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard,Specification 9 1. Modified 1.2A.1 10 2. Added 1.2A.2 I1 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Unit Price- Work associated with this Item is considered subsidiary to the various 17 items bid. No separate payment will be allowed for this Item. 18 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 19rp ice. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Preconstruction Video 23 1. Produce a preconstruction video of the site/alignment, including al areas in the 24 vicinity of and to be affected by construction. 25 a. Provide digital copy of video upon request by the City. 26 2. Retain a copy of the preconstruction video until the end of the maintenance surety 27 period. 28 1.5 SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 3233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Fog DATE NAME SUMMARY OF CHANGE 6 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STA14DARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 3235-1 AERIALIPHOTOGRAPHIC DOCUMENTATION Page 1 of2 1 SECTION 0132 35 2 AERIAL/PHOTOGRAPHIC DOCUMENTATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Administrative and procedural requirements for: 7 a. Aerial Photographs 8 b. Project Photographs 9 B. Related Specification Sections include but are not necessarily limited to 10 1, Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 11 Contract. 12 2. Division 1 - General Requirements. 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Lump Sum Price-Work associated with this Item is included in the total lump sung 16 price. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Project Aerials Photographs 20 1. Take aerial photographs of the project site prior to construction, monthly during the 21 construction of the project, and after completion of the project. 22 2. Aerial Photographs Provided by: 23 a. Aerial Photography, Incorporated, or approved equal 24 1) Contact: Michael Chase Eaton 25 a) Phone: 954-568-0484 26 b) Email: michael@api4.com 27 3. Aerial Photographs 28 a. Taken with a quality digital camera(300 ppi or greater) 29 b. Provide three(3)photos for each trip, each at a different angle 30 4. Aerial Photograph Copies 31 a. Format 32 1) Provide digital copies of all photographs. 33 2) Provide prints of photographs as follows: 34 a) One glossy color 8.5"x 11"prints for each photograph taken. 35 b) Mark each print to indicate: 36 (1) Project name, 37 (2) Date, 38 (3) Location, 39 3) Photographs shall be clear and sharp with proper exposure. 40 5. Preconstruction Aerials CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 August 2017 01 3235-2 AERIALIPHOTOGRAPHIC DOCUMENTATION Page2 oft 1 a. Provide no less than three(3)aerial photographs of the site prior to construction 2 6. Progress Aerials 3 a. Starting one month after the date of the preconstruction aerial photographs and 4 continuing as long as the work is in progress, provide: 5 1) Progress Photos: 6 a) Three (3) monthly aerial photographs taken to accurately record the 7 work that has progressed during that period. 8 b. Prints and Digital photographs are to be submitted with the monthly Partial Pay 9 Request. 10 1) Provide prints in plastic binder. 11 B. Project Photographs 12 1. Take photographs of the project site/alignment prior to construction, monthly 13 during the construction of the project, and after completion of the project. 14 2. Photographs shall be taken with a quality digital camera with date back capability, 15 with lenses ranging from wide angle to 135mm. 16 3. Photographs shall be taken at locations designated by the Engineer. 17 4. Provide digital copies of all photographs. 18 5. Preconstmction Photos 19 a. Provide no less than forty-eight(48)photographs of the site and alignment prior 20 to construction. 21 6. Progress Photos 22 a. Starting one month after the date of the preconstruction photographs, and 23 continuing as long as the work is in progress, provide twenty-four(24) monthly 24 photographs taken to accurately record the work that has progressed during that 25 period. 26 b. Digital photographs are to be submitted with the monthly Partial Pay Request. 27 1.5 -1.12 [NOT USED] 28 PART 2 - PRODUCTS [NOT USED] 29 PART 3 - EXECUTION [NOT USED] 30 END OF SECTION 31 32 CITY OF FORT WORTH WESTSIDE.V-PART 1 -ELEVATED STORAGE:TANK SPECIFICATION DOCUMENTS--WATER FACILITY PROJECTS City Project No.100378 August 2017 013340-1 SUBMITTALS Page I of8 1 SECTION 0133 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. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 3. Added 1.4.B 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. Unit Price-Work associated with this Item is considered subsidiary to the various 22 items bid. No separate payment will be allowed for this Item. 23 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 24rb ice. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Coordination 28 1. Notify the City in writing, at the time of submittal, of any deviations in the 29 submittals from the requirements of the Contract Documents. 30 2. Coordination of Submittal Times 31 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 32 performing the related Work or other applicable activities, or within the time 33 specified in the individual Work Sections, of the Specifications. 34 b. Contractor is responsible such that the installation will not be delayed by 35 processing times including,but not limited to: 36 a) Disapproval and resubmittal (if required) 37 b) Coordination with other submittals 38 c) Testing 39 d) Purchasing CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 01 3300-2 SURMITTALS Page 2 of 8 1 e) Fabrication 2 f) Delivery 3 g) Similar sequenced activities 4 c. No extension of time will be authorized because of the Contractor's failure to 5 transmit submittals sufficiently in advance of the Work. 6 d. Make submittals promptly in accordance with approved schedule, and in such 7 sequence as to cause no delay in the Work or in the work of any other 8 contractor. 9 B. Submittal Lo Schedule 10 1. Prior to submitting the first submittal for the pro-ject provde a submittal 11 log/schedule to include 12 a. Anticipated Submittals 13 b. Proposed Submittal Numbering 14 c. Anticipated Submittal Dates. 15 C. Submittal Numbering 16 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 17 reference identification numbering system in the following manner: 18 a. Use the first 6 digits of the applicable Specification Section Number. 19 b. For the next 2 digits number use numbers 01-99 to sequentially number each 20 initial separate item or drawing submitted under each specific Section number. 21 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 22 AW2nd submission, B-3rd submission, C-4th submission, etc.). A typical 23 submittal number would be as follows: 24 25 03 30 00-08-B 26 27 1) 03 30 00 is the Specification Section for Concrete 28 2) 08 is the eighth initial submittal under this Specification Section 29 3) B is the third submission(second resubmission) of that particular shop 30 drawing 31 D. Contractor Certification 32 1. Review shop drawings, product data and samples, including those by 33 subcontractors,prior to submission to determine and verify the following: 34 a. Field measurements 35 b. Field construction criteria 36 c. Catalog numbers and similar data 37 d. Conformance with the Contract Documents 38 2. Provide each shop drawing, sample and product data submitted by the Contractor 39 with a Certification Statement affixed including: 40 a. The Contractor's Company name 41 b. Signature of submittal reviewer 42 c. Certification Statement 43 1) "By this submittal, I hereby represent that I have determined and verified 44 field measurements, field construction criteria,materials, dimensions, 45 catalog numbers and similar data and I have checked and coordinated each 46 item with other applicable approved shop drawings." 47 E. Submittal Format CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 3300-3 SUBMITTALS Page 3 of 8 1 1. hold shop drawings larger than 8 1/2 inches x I 1 inches to 8 1/2 inches x 1 I inches. 2 2. Bind shop drawings and product data sheets together. 3 3. Order 4 a. Cover Sheet 5 1) Description of Packet 6 2) Contractor Certification 7 b. List of items/Table of Contents 8 c. Product Data/Shop Drawings/Samples/Calculations 9 F. Submittal Content 10 1. The date of submission and the dates of any previous submissions 11 2. The Project title and number 12 3. Contractor identification 13 4. The names of: 14 a. Contractor 15 b. Supplier 16 c. Manufacturer 17 5. Identification of the product, with the Specification Section number, page and 18 paragraph(s) 19 6. Field dimensions, clearly identified as such 20 7. Relation to adjacent or critical features of the Work or materials 21 8. Applicable standards, such as ASTM or Federal Specification numbers 22 9. Identification by highlighting of deviations from Contract Documents 23 10. Identification by highlighting of revisions on resubmittals 24 11. An 8-inch x 3-inch blank space for Contractor and City stamps 25 G. Shop Drawings 26 1. As specified in individual Work Sections includes, but is not necessarily limited to: 27 a. Custom-prepared data such as fabrication and erection/installation(working) 28 drawings 29 b. Scheduled information 30 c. Setting diagrams 31 d. Actual shopwork manufacturing instructions 32 e. Custom templates 33 f. Special wiring diagrams 34 g. Coordination drawings 35 h. Individual system or equipment inspection and test reports including: 36 1) Performance curves and certifications 37 i. As applicable to the Work 38 2. Details 39 a. Relation of the various parts to the main members and lines of the structure 40 b. Where correct fabrication of the Work depends upon field measurements 41 1) Provide such measurements and note on the drawings prior to submitting 42 for approval. 43 H. Product Data 44 1. For submittals of product data for products included on the City's Standard Product 45 List, clearly identify each item selected for use on the Project. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 3300-4 SUBMITTALS Page 4 of 8 1 2. For submittals of product data for products not included on the City's Standard 2 Product List, submittal data may include,but is not necessarily limited to: 3 a. Standard prepared data for manufactured products (sometimes referred to as 4 catalog data) 5 1) Such as the manufacturer's product specification and installation 6 instructions 7 2) Availability of colors and patterns 8 3) Manufacturer's printed statements of compliances and applicability 9 4) Roughing-in diagrams and templates 10 5) Catalog cuts 11 6) Product photographs 12 7) Standard Wiring diagrams 13 8) Printed performance curves and operational-range diagrams 14 9) Production or quality control inspection and test reports and certifications 15 10) Mill reports 16 11) Product operating and maintenance instructions and recommended 17 spare-parts listing and printed product Warranties 18 12) As applicable to the Work 19 I. Samples 20 1. As specified in individual Sections, include, but are not necessarily limited to: 21 a. Physical examples of the Work such as: 22 1) Sections of manufactured or fabricated Work 23 2) Small cuts or containers of materials 24 3) Complete units of repetitively used products color/texture/pattern swatches 25 and range sets 26 4) Specimens for coordination of visual effect 27 5) Graphic symbols and units of Work to be used by the City for independent 28 inspection and testing, as applicable to the Work 29 J. Do not start Work requiring a shop drawing, sample or product data nor any material to 30 be fabricated or installed prior to the approval or qualified approval of such item. 31 1. Fabrication performed, materials purchased or on-site construction accomplished 32 which does not conform to approved shop drawings and data is at the Contractor's 33 risk. 34 2. The City will not be liable for any expense or delay due to corrections or remedies 35 required to accomplish conformity. 36 3. Complete project Work, materials, fabrication, and installations in conformance 37 with approved shop drawings, applicable samples, and product data. 38 K. Submittal Distribution 39 1. Electronic Distribution 40 a. Confirm development of Project directory for electronic submittals to be 41 uploaded to City's Buzzsaw site, or another external FTP site approved by the 42 City. 43 b. Shop Drawings 44 1) Upload submittal to designated project directory and notify appropriate 45 City representatives via email of submittal posting. 46 2) Hard Copies 47 a) 3 copies for all submittals CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 01 3300-5 SUBMITTALS Page 5 of 8 1 b) If Contractor requires more than 1 hard copy of Shop Drawings 2 returned, Contractor shall submit more than the number of copies listed 3 above. 4 c. Product Data 5 1) Upload submittal to designated project directory and notify appropriate 6 City representatives via email of submittal posting. 7 2) Hard Copies 8 a) 3 copies for all submittals 9 d. Samples 10 1) Distributed to the Project Representative 11 2. Hard Copy Distribution(if required in lieu of electronic distribution) 12 a. Shop Drawings 13 1) Distributed to the City 14 2) Copies 15 a) 8 copies for mechanical submittals 16 b) 7 copies for all other submittals 17 c) If Contractor requires more than 3 copies of Shop Drawings returned, 18 Contractor shall submit more than the number of copies listed above. 19 b. Product Data 20 1) Distributed to the City 21 2) Copies 22 a) 4 copies 23 c. Samples 24 1) Distributed to the Project Representative 25 2) Copies 26 a) Submit the number stated in the respective Specification Sections. 27 3. Distribute reproductions of approved shop drawings and copies of approved 28 product data and samples, where required, to the job site file and elsewhere as 29 directed by the City. 30 a. Provide number of copies as directed by the City but not exceeding the number 31 previously specified. 32 L. Submittal Review 33 1. The review of shop drawings, data and samples will be for general conformance 34 with the design concept and Contract Documents. This is not to be construed as: 35 a. Permitting any departure from the Contract requirements 36 b. Relieving the Contractor of responsibility for any errors, including details, 37 dimensions, and materials 38 c. Approving departures from details furnished by the City, except as otherwise 39 provided herein 40 2. The review and approval of shop drawings, samples or product data by the City 41 does not relieve the Contractor from his/her responsibility with regard to the 42 fulfillment of the terms of the Contract. 43 a. All risks of error and omission are assumed by the Contractor, and the City will 44 have no responsibility therefore. 45 3. The Contractor remains responsible for details and accuracy, for coordinating the 46 Work with all other associated work and trades, for selecting fabrication processes, 47 for techniques of assembly and for performing Work in a safe manner. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 3300-6 SUBMITTALS Page 6 of 8 1 4. If the shop drawings, data or samples as submitted describe variations and show a 2 departure from the Contract requirements which City finds to be in the interest of 3 the City and to be so minor as not to involve a change in Contract Price or time for 4 performance, the City may return the reviewed drawings without noting an 5 exception. 6 5. Submittals will be returned to the Contractor under 1 of the following codes: 7 a. Code I 8 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 9 comments on the submittal. 10 a) When returned under this code the Contractor may release the I I equipment and/or material for manufacture. 12 b. Code 2 13 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 14 the notations and comments IS NOT required by the Contractor. 15 a) The Contractor may release the equipment or material for manufacture; 16 however, all notations and comments must be incorporated into the 17 final product. 18 c. Code 3 19 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 20 assigned when notations and comments are extensive enough to require a 21 resubmittal of the package. 22 a) The Contractor may release the equipment or material for manufacture; 23 however, all notations and comments must be incorporated into the 24 final product. 25 b) This resubmittal is to address all comments, omissions and 26 non-conforming items that were noted. 27 c) Resubmittal is to be received by the City within 15 Calendar Days of 28 the date of the City's transmittal requiring the resubmittal. 29 d. Code 4 30 1) "NOT APPROVED" is assigned when the submittal does not meet the 31 intent of the Contract Documents. 32 a) The Contractor must resubmit the entire package revised to bring the 33 submittal into conformance. 34 b) It may be necessary to resubmit using a different manufacturer/vendor 35 to meet the Contract Documents. 36 6, Resubmittals 37 a. Handled in the same manner as first submittals 38 1) Corrections other than requested by the City 39 2) Marked with revision triangle or other similar method 40 a) At Contractor's risk if not marked 41 b. Submittals for each item will be reviewed no more than twice at the City's 42 expense. 43 1) All subsequent reviews will be performed at times convenient to the City 44 and at the Contractor's expense, based on the City's or City 45 Representative's then prevailing rates. 46 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 47 all such fees invoiced by the City. CITY OF FORT WORTH WESTS[DE V--PART 1 _ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 c. The need for more than 1 resubmission or any other delay in obtaining City's 2 review of submittals, will not entitle the Contractor to an extension of Contract 3 Time. 4 7. Partial Submittals 5 a. City reserves the right to not review submittals deemed partial, at the City's 6 discretion. 7 b. Submittals deemed by the City to be not complete will be returned to the 8 Contractor, and will be considered"Not Approved"until resubmitted. 9 c. The City may at its option provide a Iist or mark the submittal directing the 10 Contractor to the areas that are incomplete. 11 8. If the Contractor considers any correction indicated on the shop drawings to 12 constitute a change to the Contract Documents, then written notice must be 13 provided thereof to the City at least 7 Calendar Days prior to release for 14 manufacture. 15 9. When the shop drawings have been completed to the satisfaction of the City, the 16 Contractor may carry out the construction in accordance therewith and no further 17 changes therein except upon written instructions from the City. 18 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 19 following receipt of submittal by the City. 20 M. Mock ups 21 1. Mock Up units as specified in individual Sections, include, but are not necessarily 22 limited to, complete units of the standard of acceptance for that type of Work to be 23 used on the Project. Remove at the completion of the Work or when directed. 24 N. Qualifications 25 1. If specifically required in other Sections of these Specifications, submit a P.E. 26 Certification for each item required. 27 O. Request for Information(RFI) 28 1. Contractor Request for additional information 29 a. Clarification or interpretation of the contract documents 30 b. When the Contractor believes there is a conflict between Contract Documents 31 c. When the Contractor believes there is a conflict between the Drawings and 32 Specifications 33 1) Identify the conflict and request clarification 34 2. Use the Request for information(RFI) form provided by the City. 35 3. Numbering of RFI 36 a. Prefix with "RFT"followed by series number, "-xxx", beginning with"01"and 37 increasing sequentially with each additional transmittal. 38 4. Sufficient information shall be attached to permit a written response without further 39 information. 40 5. The City will log each request and will review the request. 41 a. If review of the project information request indicates that a change to the 42 Contract Documents is required, the City will issue a Field Order or Change 43 Order, as appropriate. 44 1.5 SUBMITTALS [NOT USED] 45 1.6 ACTION SUBMITTALSANFOR.MATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1..11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS [NOT USED] 8 PART 3 - EXECUTION [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson I AK.8.Working Days modified to Calendar Days I1 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No. 100378 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 1 I e. Use of Explosives, Drop Weight, Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. Modified 1.2.A.1.b.1 20 2. Added 1.2.A.Lb.2 21 3. Modified 1.2.A.2.b.1 22 4. Added 1.2.A.2.b.2 23 5. Modified 1.2.A.3.a 24 6. Added 1.2.A.31 25 7. Modified 1.4.11.1 26 C. Related Specification Sections include, but are not necessarily limited to: 27 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 28 2. Division I --General Requirements 29 3. Section 33 12 25—Connection to Existing Water Mains 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Coordination within Railroad permit areas 33 a. Measurement 34 1) Measurement for this Item will be by lump sum. 35 b. Payment 36 1) Unit Price-The work performed and materials furnished in accordance 37 with this Item will be paid for at the lump sum price bid for Railroad 38 Coordination. 39 2) LMp Sum Price-The work performed and materials furnished in 40 accordance with this Item will be included in the total lump sum price. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 I c. The price bid shall include: 2 1) Mobilization 3 2) Inspection 4 3) Safety training 5 4) Additional Insurance 6 5) Insurance Certificates 7 6) Other requirements associated with general coordination with Railroad, 8 including additional employees required to protect the right-of-way and 9 property of the Railroad from damage arising out of and/or from the 10 construction of the Project. 11 2. Railroad Flagmen 12 a. Measurement 13 1) Measurement for this Item will be per working day. 14 b. Payment 15 1) Unit Price-The work performed and materials furnished in accordance I6 with this Item will be paid for each working day that Railroad Flagmen are 17 present at the Site. 18 2) Lump Sum Price- The work performed and materials furbished in 19 accordance with this Item will be paid for each working day that Railroad 20 Flagmen are present at the Site. 21 c. The price bid shall include: 22 1) Coordination for scheduling flagmen 23 2) Flagmen 24 3) Other requirements associated with Railroad 25 3. All other items 26 a. Unit Price-Work associated with this Item is considered subsidiary to the 27 various items bid. No separate payment will be allowed for this Item. 28 b. Lump Sum Price- Work associated with this Item is included in the total lump 29 sum price. 30 1.3 REFERENCES 31 A. Reference Standards 32 1. Reference standards cited in this Specification refer to the current reference 33 standard published at the time of the latest revision date logged at the end of this 34 Specification, unless a date is specifically cited. 35 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 36 High Voltage Overhead Lines. 37 3. North Central Texas Council of Governments (NCTCOG) Clean Construction 38 Specification 39 1.4 ADMINISTRATIVE REQUIREMENTS 40 A. Coordination with the Texas Department of Transportation 41 1. When work in the right-of-way which is under the jurisdiction of the Texas 42 Department of Transportation (TxDOT): 43 a. Notify the Texas Department of Transportation prior to commencing any work 44 therein in accordance with the provisions of the permit CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage-type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA.and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company(example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Air Pollution Watch Days 36 1. General 37 a. Observe the following guidelines relating to working on City construction sites 38 on days designated as"AIR POLLUTION WATCH DAYS". 39 b. Typical Ozone Season 40 1) May 1 through October 31. 41 c. Critical Emission Time 42 1) 6:00 a.m. to 10:00 a.m. 43 2. Watch Days 44 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 45 with the National Weather Service, will issue the Air Pollution Watch by 3:00 46 p.m, on the afternoon prior to the WATCH day. 47 b. Requirements CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1) Begin work after 10:00 a.m,whenever construction phasing requires the 2 use of motorized equipment for periods in excess of 1 hour. 3 2) However, the Contractor may begin work prior to 10:00 a.m. if- 4 a) Use of motorized equipment is less than 1 hour, or 5 b) If equipment is new and certified by EPA as "Low Emitting", or 6 equipment burns Ultra Low Sulfur Diesel(ULSD), diesel emulsions, or 7 alternative fuels such as CNG. 8 E. TCEQ Air Permit 9 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 10 F. Use of Explosives, Drop Weight, Etc, I 1 1. When Contract Documents permit on the project the following will apply: 12 a. Public Notification 13 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 14 prior to commencing. 15 2) Minimum 24 hour public notification in accordance with Section 01 31 13 16 G. Water Department Coordination 17 1. During the construction of this project, it will be necessary to deactivate, for a 18 period of time, existing lines. The Contractor shall be required to coordinate with 19 the Water Department to determine the best times for deactivating and activating 20 those lines. 21 2. Coordinate any event that will require connecting to or the operation of an existing 22 City water line system with the City's representative. 23 a. Coordination shall be in accordance with Section 33 12 25. 24 b. If needed, obtain a hydrant water meter from the Water Department for use 25 during the life of named project. 26 c. In the event that a water valve on an existing live system be turned off and on 27 to accommodate the construction of the project is required, coordinate this 28 activity through the appropriate City representative. 29 1) Do not operate water line valves of existing water system. 30 a) Failure to comply will render the Contractor in violation of Texas Penal 31 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 32 will be prosecuted to the full extent of the law. 33 b) In addition, the Contractor will assume all liabilities and 34 responsibilities as a result of these actions. 35 H. Public Notification Prior to Beginning Construction 36 1. Prior to beginning construction e-n at the site or on any block in the project, on a 37 block by block basis,prepare and deliver a notice or flyer of the pending 38 construction to the front door of each residence or business that will be impacted by 39 construction. The notice shall be prepared as follows: 40 a. Post notice or flyer 7 days prior to beginning any construction activity on each 41 block in the project area. 42 1) Prepare flyer on the Contractor's letterhead and include the following 43 information: 44 a) Name of Project 45 b) City Project No(CPN) 46 c) Scope of Project(i.e. type of construction activity) 47 d) Actual construction duration at the site or within the block CITY OF FORT WORTH WESTSIDE v-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 I e) Name of the contractor's foreman and phone number 2 f) Name of the City's inspector and phone number 3 g) City's after-hours phone number 4 2) A sample of the`pre-construction notification' flyer is attached as Exhibit 5 A. 6 3) Submit schedule showing the construction start and finish time for each 7 block of the project to the inspector. 8 4) Deliver flyer to the City Inspector for review prior to distribution. 9 b. No construction will be allowed to begin on any block until the flyer is 10 delivered to all residents of the block. 11 I. Public Notification of Temporary Water Service Interruption during Construction 12 1. In the event it becomes necessary to temporarily shut down water service to 13 residents or businesses during construction,prepare and deliver a notice or flyer of 14 the pending interruption to the front door of each affected resident. 15 2. Prepared notice as follows: 16 a. The notification or flyer shall be posted 24 hours prior to the temporary 17 interruption. 18 b. Prepare flyer on the contractor's letterhead and include the following 19 information: 20 1) Name of the project 21 2) City Project Number 22 3) Date of the interruption of service 23 4) Period the interruption will take place 24 5) Name of the contractor's foreman and phone number 25 6) Name of the City's inspector and phone number 26 c. A sample of the temporary water service interruption notification is attached as 27 Exhibit B. 28 d. Deliver a copy of the temporary interruption notification to the City inspector 29 for review prior to being distributed. 30 e. No interruption of water service can occur until the flyer has been delivered to 31 all affected residents and businesses. 32 f. Electronic versions of the sample flyers can be obtained from the Project 33 Construction Inspector. 34 J. Coordination with United States Army Corps of Engineers (USACE) 35 1. At locations in the Project where construction activities occur in areas where 36 USACE permits are required, meet all requirements set forth in each designated 37 permit. 38 K. Coordination within Railroad Permit Areas 39 1. At locations in the project where construction activities occur in areas where 40 railroad permits are required, meet all requirements set forth in each designated 41 railroad permit. This includes, but is not limited to, provisions for: 42 a. Flagmen 43 b. Inspectors 44 c. Safety training 45 d. Additional insurance 46 e. Insurance certificates CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TALK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 35 13-6 SPECIAL.PROJECT PROCEDURES Page 6 of 8 1 f. Other employees required to protect the right-of-way and property of the 2 Railroad Company from damage arising out of and/or from the construction of 3 the project. Proper utility clearance procedures shall be used in accordance 4 with the permit guidelines. 5 2. Obtain any supplemental information needed to comply with the railroad's 6 requirements. 7 3. Railroad Flagmen 8 a. Submit receipts to City for verification of working days that railroad flagmen 9 were present on Site. 10 L. Dust Control 11 1. Use acceptable measures to control dust at the Site. 12 a. If water is used to control dust, capture and properly dispose of wastewater. 13 b. If wet saw cutting is performed, capture and properly dispose of slurry. 14 M. Employee Parking 15 1. Provide parking for employees at locations approved by the City. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED) 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 END OF SECTION 27 Revision Log DATE NA'-\4E SUMMARY OF CHANGE 1.4.B—Added requirement of comp]lance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Limes. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 28 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No.100378 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANTO STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 0135 13-8 SPECIAL PROJECT PROCEDURES Page 8 of S 1 EXHIBIT B 2 FORT WORT. DFAw DOE 190. X ftolactv. MaTICE OF TEM MNMRy WATER SERVICE INTIERRUMOR DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) {TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 4 CITY OF FORT WORTI3 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 I SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1, Modified 1.2.A.1 9 2. Added 1.2.A.2 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Farms and Conditions of the Contract 12 2. Division 1 General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Unit Price-Work associated with this Item is considered subsidiary to the various 16 Items bid. No separate payment will be allowed for this Item. 17 a. In accordance with Article 13 of the General Conditions, Contractor is 18 responsible for performing, coordinating, and payment of all inspections, tests, 19 re-tests or approvals. 20 b. In accordance with Article 13 of the General Conditions. City is responsible for 21 performing and payment for first set additional independent testing chosen by 22 the Cit,, t�performed. 23 1) If the first independent test performed by the Cites the Contractor is 24 responsible for payment of subsequent testing until a passing test occurs. 25 a) Final acceptance will not be issued by City until all required payments 26 for testing by Contractor_have been paid in full. 27 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 28rp ice. 29 a. In accordance with Article 13 of the General Conditions, Contractor is 30 responsible for performing, coordinating, and payment of all inspections, tests, 31 re-tests, or approvals. 32 b. In accordance with Article 13 of the General Conditions, City is responsible for 33 performing and payment for first set independent testing chosen by the_City.to 34 be performed. 35 1) If the first independent test performed by the City fails, the Contractor is 36 responsible for payment of subsequent testing until.a passing test occurs. 37 a) Final acceptance will not be issued by City until all required payments 38 for testing by Contractor have been paid in full. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 oft 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Testing 4 1. Complete testing in accordance with the Contract Documents. 5 2. Coordination 6 a. When testing is required to be,performed by the City, notify City, sufficiently 7 in advance, when testing is needed. 8 b. When testing is required to be completed by the Contractor, notify City, 9 sufficiently in advance, that testing will be performed. 10 3. Distribution of Testing Reports 11 a. Electronic Distribution 12 1) Confirm development of Project directory for electronic submittals to be 13 uploaded to City's Buzzsaw site, or another external FTP site approved by 14 the City. 15 2) Upload test reports to designated project directory and notify appropriate 16 City representatives via email of submittal posting. 17 3) Hard Copies 18 a) 1 copy for all submittals submitted to the Project Representative 19 b. Hard Copy Distribution(if required in lieu of electronic distribution) 20 1) Tests performed by City 21 a) Distribute 1 hard copy to the Contractor 22 2) Tests performed by the Contractor 23 a) Distribute 3 hard copies to City's Project Representative 24 4. Provide City's Project Representative with trip tickets for each delivered load of 25 Concrete or Lime material including the following information: 26 a. Name of pit 27 b. Date of delivery 28 c. Material delivered 29 B. Inspection 30 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 31 perform work in accordance with the Contract Documents. 32 1.5 -1.12 [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 36 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 o15000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to.- 8 o:8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings—Field Office Required for This Project 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. Modified 1.2.A.1 15 2. Added 1.2.A.2 16 3. Modified 1.4.A.3.b 17 4. Added 1.4.C.7 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1 —General Requirements 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1, Unit Price-Work associated with this Item is considered subsidiary to the various 24 items bid. No separate payment will be allowed for this Item. 25 2. Lump Sum Price- Work associated with this Item is included in the total lump sura 26rp ice. 27 1.3 REFERENCES [NOT USED] 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Temporary Utilities 30 1. Obtaining Temporary Service 31 a. Make arrangements with utility service companies for temporary services. 32 b. Abide by rules and regulations of utility service companies or authorities 33 having jurisdiction. 34 c. Be responsible for utility service costs until Work is approved for Final 35 Acceptance. 36 1) Included are fuel,power, light, heat and other utility services necessary for 37 execution, completion, testing and initial operation of Work. 38 2. Water CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 ADDENDUM No.1 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 a. Contractor to provide water required for and in connection with Work to be 2 performed and for specified tests of piping, equipment, devices or other use as 3 required for the completion of the Work. 4 b. Provide and maintain adequate supply of potable water for domestic 5 consumption by Contractor personnel and City's Project Representatives. 6 c. Coordination 7 1) Contact City I week before water for construction is desired 8 d. Contractor Payment for Construction Water 9 1) Obtain construction water meter from City for payment as billed by City's 10 established rates. 11 3. Electricity and Lighting 12 a. Provide and pay for electric powered service as required for Work, including 13 testing of Work. 14 1) Provide power for lighting, operation of equipment, or other use. 15 b. Electric power service includes temporary power service or generator to 16 maintain operations during construction. 17 4. Telephone 18 a. Provide emergency telephone service at Site for use by Contractor personnel 19 and others performing work or furnishing services at Site. 20 5. Temporary Heat and Ventilation 21 a. Provide temporary heat as necessary for protection or completion of Work. 22 b. Provide temporary heat and ventilation to assure safe working conditions. 23 B. Sanitary Facilities 24 1. Provide and maintain sanitary facilities for persons on Site. 25 a. Comply with regulations of State and local departments of health. 26 2. Enforce use of sanitary facilities by construction personnel at job site. 27 a. Enclose and anchor sanitary facilities. 28 b. No discharge will be allowed from these facilities. 29 c. Collect and store sewage and waste so as not to cause nuisance or health 30 problem. 31 d. Haul sewage and waste off-site at no less than weekly intervals and properly 32 dispose in accordance with applicable regulation. 33 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 34 4. Remove facilities at completion of Project 35 C. Storage Sheds and Buildings 36 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 37 above ground level for materials and equipment susceptible to weather damage. 38 2. Storage of materials not susceptible to weather damage may be on blocks off 39 ground. 40 3. Store materials in a neat and orderly manner. 41 a, Place materials and equipment to permit easy access for identification, 42 inspection and inventory. 43 4. Equip building with lockable doors and lighting, and provide electrical service for 44 equipment space heaters and heating or ventilation as necessary to provide storage 45 environments acceptable to specified manufacturers. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 ADDENDUM No.i 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 5. Fill and grade site for temporary structures to provide drainage away from 2 temporary and existing buildings. 3 6. Remove building from site prior to Final Acceptance. 4 7. A field offiee ' * �-ed faf thisJ3fQjNL-Qffiee shall be suitable for hosting on site 5 meetings with the GiW 6 7. Afield office is not required for this project. 7 D. Temporary Fencing 8 1. Provide and maintain for the duration or construction when required in contract 9 documents 10 E. Dust Control 11 1. Contractor is responsible for maintaining dust control through the duration of the 12 project. 13 a. Contractor remains on-call at all times 14 b. Must respond in a timely manner 15 F. Temporary Protection of Construction 16 1. Contractor or subcontractors are responsible for protecting Work from damage due 17 to weather. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 LIO 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 31 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 INSTALLATION 32 A. Temporary Facilities 33 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised July 1,2011 ADDENDUM No.1 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 REINSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CfL,INGE 16 CITY OF FORT WORTH WESI'S1DE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 ADDENDUM No.I 03 30 00-10 CAST-IN-PLACE CONCRETE Page 10 of25 1 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as 2 defined in ASTM C219 3 c. Primer 4 1) Product of underlayment manufacturer recommended for substrate, condi- 5 tions, and application 6 d. Aggregate 7 1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as 8 recommended by underlayment manufacturer 9 e. Compressive Strength 10 1) Not less than 4100 psi at 28 days when tested according to 11 ASTM C 109/C 109M 12 2. Repair Overlayment 13 a. Cement-based,polymer-modified, self-leveling product that can be applied in 14 thicknesses of 118 inch or greater 15 1) Do not feather. 16 b. Cement Binder 17 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as 18 defined in ASTM C219 19 c. Primer 20 1) Product of topping manufacturer recommended for substrate, conditions, 21 and application 22 d. Aggregate 23 1) Well-graded, washed gravel, 1/8 to 114 inch or coarse sand as recommend- 24 ed by topping manufacturer 25 e. Compressive Strength 26 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 27 O. Concrete Mixtures, General 28 1. Prepare design mixtures for each type and strength of concrete,proportioned on the 29 basis of laboratory trial mixture or field test data, or both, according to ACI 301. 30 a. Required average strength above specified strength 31 1) Based on a record of past performance 32 a) Determination of required average strength above specified strength 33 shall be based on the standard deviation record of the results of at least 30 34 consecutive strength tests in accordance with ACI 318, Chapter 5.3 by the 35 larger amount defined by formulas 5-1 and 5-2. 36 2) Based on laboratory trial mixtures 37 a) Proportions shall be selected on the basis of laboratory trial batches 38 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an av- 39 erage strength greater than the specified strength f by the amount de- 40 fined in table 5.3.2.2. 41 3) Proportions of ingredients for concrete mixes shall be determined by an in- 42 dependent testing laboratory or qualified concrete supplier. 43 4) For each proposed mixture, at least 3 compressive test cylinders shall be 44 made and tested for strength at the specified age. 45 a) Additional cylinders may be made for testing for information at earlier 46 ages. 47 2. Cementitious Materials CITY OF FORT WORTH WESTSiDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-9 CAST-IN-PLACE CONCRETE Page 9 of 25 1 b. Available Products 2 1) Anti-Hydro International, Inc.; AH Curing Compound#2 DR WB 3 2) Burke by Edoco; Aqua Resin Cure 4 3) ChemMasters; Safe-Cure Clear 5 4) Conspec Marketing&Manufacturing Co., Inc., a Dayton Superior 6 Company; W.B. Resin Cure 7 5) Dayton Superior Corporation; Day Chem Rez Cure(J-1 1-W) 8 6) Euclid Chemical Company (The); Kurez DR VOX 9 7) Kaufman Products, Inc.; Thinfihn 420 10 8) Lambert Corporation; Aqua Kure-Clear 11 9) L&M Construction Chemicals, Inc.; L&M Cure R 12 10) Meadows, W. R., Inc.; I100 Clear 13 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 14 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 15 13) Tarnms Industries, Inc.; Horncure WB 30 16 14) Unitex; Hydro Cure 309 17 15) US Mix Products Company;US Spec Maxcure Resin Clear 18 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 19 M. Related Materials 20 1. Bonding Agent 21 a. ASTM C1059, Type II,non-redispersible, acrylic emulsion or styrene 22 butadiene 23 2. Epoxy Bonding Adhesive 24 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 25 to damp surfaces, of class suitable for application temperature and of grade to 26 suit requirements, and as follows: 27 1) Types I and II, non-load bearing 28 2) IV and V, load nearing, for bonding 29 3) Hardened or freshly mixed concrete to hardened concrete 30 3. Reglets 31 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 32 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 33 or debris. 34 4. Sleeves and Blockouts 35 a. Formed with galvanized metal, galvanized pipe,polyvinyl chloride pipe, fiber 36 tubes or wood 37 5. Nails, Spikes, Lag Bolts,Through Bolts, Anchorages 38 a. Sized as required 39 b. Shall be of strength and character to maintain formwork in place while placing 40 concrete 41 N. Repair Materials 42 1. Repair Underlayment 43 a. Ccment-based,polymer-modified, self-leveling product that can be applied in 44 thicknesses of 118 inch or greater 45 1) Do not feather. 46 b. Cement Binder CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-8 CAST-IN-PLACE CONCRETE Page 8 of 25 1 6) Water 2 a) ASTM C94 and potable 3 J. Admixtures 4 1, Air-Entraining Admixture 5 a. ASTM C260 6 2. Chemical Admixtures 7 a. Provide admixtures certified by manufacturer to be compatible with other ad- 8 mixtures and that will not contribute water-soluble chloride ions exceeding those 9 permitted in hardened concrete. I0 b. Do not use calcium chloride or admixtures containing calcium chloride. 11 c. Water-Reducing Admixture 12 1) ASTM C494,Type A 13 d. Retarding Admixture 14 1) ASTM C494,Type B 15 e. Water-Reducing and Retarding Admixture 16 1) ASTM C494,Type D 17 f. High-Range, Water-Reducing Admixture 18 1) ASTM C494,Type F 19 g. High-Range, Water-Reducing and Retarding Admixture 20 1) ASTM C494,Type G 21 h. Plasticizing and Retarding Admixture 22 1) ASTM C1017, Type II 23 K. Waterstops 24 1. Self-Expanding Butyl Strip Waterstops 25 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 26 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- 27 inch x 1-inch. 28 b. Available Products 29 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 30 2) Concrete Sealants Inc.; Conseal CS-231 31 3) Greenstreak; Swellstop 32 4) Henry Company, Sealants Division; Hydro-Flex 33 5) JP Specialties,Inc.; Earthshield Type 20 34 6) Progress Unlimited, Inc.; Superstop 35 7) TCMiraDRI;Mirastop 36 L. Curing Materials 37 1. Absorptive Cover 38 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing 39 approximately 9 ounces/square yard when dry 40 2. Moisture-Retaining Cover 41 a. ASTM C171,polyethylene film or white burlap-polyethylene sheet 42 3. Water 43 a. Potable 44 4. Clear, Waterborne,Membrane-Forming Curing Compound 45 a. ASTM C309,Type 1, Class B, dissipating CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-7 CAST-IN-PLACE CONCRETE Page 7 of 25 1 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 2 into hardened concrete or grout-filled masonry. 3 a. The adhesive system shall use a 2-component adhesive mix and shall be 4 injected with a static mixing nozzle following manufacturer's instructions. 5 b. The embedment depth of the rod shall provide a minimum allowable bond 6 strength that is equal to the allowable yield capacity of the rod, unless otherwise 7 specified. 8 2, Available Products 9 a. Hilti HIT HY 150 Max 10 b. Simpson Acrylic-Tie 11 c. Powers Fasteners AC 100+Gold 12 3. Threaded Rods: ASTM A193 13 a. Nuts: ASTM A563 hex carbon steel 14 b. Washers: ASTM F436 hardened carbon steel 15 c. Finish: Hot-dip zinc coating,ASTM A153, Class C 16 1-I. Inserts 17 1. Provide metal inserts required for anchorage of materials or equipment to concrete 18 construction where not supplied by other trades: 19 a. In vertical concrete surfaces for transfer of direct shear loads only,provide 20 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and 21 washers. 22 1) Provide 3/4-inch bolt size, unless otherwise indicated. 23 b. In horizontal concrete surfaces and whenever inserts are subject to tension 24 forces,provide threaded inserts of malleable cast iron furnished with full depth 25 bolts. 26 1) Provide 3/4-inch bolt size,unless otherwise indicated. 27 I. Concrete Materials 28 1. Cementitious Material 29 a. Use the following cementitious materials, of the same type, brand, and source, 30 throughout Project: 31 1) Portland Cement 32 a) ASTM C150, Type 111I, gray_ 33 b) Supplement with the following: 34 (1) Fly Ash 35 (a) ASTM C618, Class C or F 36 (2) Ground Granulated Blast-Furnace Slag 37 (a) ASTM C989, Grade 100 or 120. 38 2) Silica Fume 39 a) ASTM C1240,amorphous silica 40 3) Normal-Weight Aggregates 41 a) ASTM C33, Class 3S coarse aggregate or better, graded 42 b) Provide aggregates from a single source. 43 4) Maximum Coarse-Aggregate Size 44 a) %-inch nominal 45 5) Fine Aggregate 46 a) Free of materials with deleterious reactivity to alkali in cement CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-6 CAST-IN--PLACF.CONCRETE Page 6 of 25 1 a. Commercially formulated form-release agent that will not bond with, stain or 2 adversely affect concrete surfaces 3 b. Shall not impair subsequent treatments of concrete surfaces 4 c. For steel form-facing materials, formulate with rust inhibitor. 5 5. Form Ties 6 a. Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced 7 plastic form ties designed to resist lateral pressure of fresh concrete on forms 8 and to prevent spalling of concrete on removal. 9 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 10 of exposed concrete surface. 11 c. Furnish ties that, when removed,will leave holes no larger than I inch in 12 diameter in concrete surface. 13 d. Furnish ties with integral water-barrier plates to walls indicated to receive 14 dampproofing or waterproofing. 15 C. Steel Reinforcement 16 1. Reinforcing Bars 17 a. ASTM A615, Grade 60, deformed 18 D. Reinforcement Accessories 19 1. Smooth Dowel Bars 20 a. ASTM A615, Grade 60, steel bars (smooth) 21 b. Cut bars true to length with ends square and free of burrs. 22 2. Bar Supports 23 a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening 24 reinforcing bars and welded wire reinforcement in place 25 b. Manufacture bar supports from steel wire,plastic or precast concrete according 26 to CRSI's "Manual of Standard Practice," of greater compressive strength than 27 concrete and as follows: 28 1) For concrete surfaces exposed to view where legs of wire bar supports 29 contact forms, use CRSI Class I plastic-protected steel wire or CRSI Class 2 30 stainless-steel bar supports. 31 2) For slabs-on-grade,provide sand plates, horizontal runners or precast 32 concrete blocks on bottom where base material will not support chair legs or 33 where vapor barrier has been specified. 34 E. Embedded Metal Assemblies 35 1. Steel Shapes and Plates: ASTM A36 36 2. Headed Studs: Heads welded by full-fusion process, as furnished by TRW Nelson 37 Stud Welding Division or approved equal 38 F. Expansion Anchors 39 1. Available Products 40 a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma 41 b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma 42 c. Trubolt, Ramset Fastening Systems, Paris, Kentucky 43 G. Adhesive Anchors and Dowels CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 033000-5 CAST-IN-PLACE CONCRETE Page 5 of 25 1 1. Comply with the following unless modified by requirements in the Contract Docu- 2 ments: 3 a. ACI 301 Sections 1 through 5 4 b. ACI 117 5 D. Concrete Testing Service 6 1. Engage a qualified independent testing agency to perform material evaluation tests. 7 1.10 DELIVERY, STORAGE, AND HANDLING 8 A. Steel Reinforcement 9 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 10 2. Avoid damaging coatings on steel reinforcement. 11 B. Waterstops 12 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 13 contaminants. 1.4 1..11 FIELD CONDITIONS [NOT USED] 15 112 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 PRODUCT TYPES AND MATERIALS 19 A. Manufacturers 20 1. In other Part 2 articles where titles below introduce lists, the following requirements 21 apply to product selection: 22 a. Available Products: Subject to compliance with requirements, products that 23 may be incorporated into the Work include, but are not limited to,products 24 specified. 25 b. Available Manufacturers: Subject to compliance with requirements, 26 manufacturers offering products that may be incorporated into the Work include, 27 but are not limited to, manufacturers specified. 28 B. Form-Facing Materials 29 1. Rough-Formed Finished Concrete 30 a. Plywood, lumber, metal or another approved material 31 b. Provide Iumber dressed on at least 2 edges and 1 side for tight fit. 32 2. Chamfer Strips 33 a. Wood, metal, PVC or rubber strips 34 b. 3/a-inch x 3/a-inch, minimum 35 3. Rustication Strips 36 a. Wood, metal, FVC or rubber strips 37 b. Kerfed for ease of form removal 38 4. Form-Release Agent CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-4 CAST-IN-PLACE CONCRETE Page 4 of 25 1 2. Furnish all labor and materials required to fabricate, deliver and install 2 reinforcement and embedded metal assemblies for cast-in-place concrete, including 3 steel bars,welded steel wire fabric, ties, supports and sleeves. 4 3. Furnish all labor and materials:required to perform the following: 5 a. Cast-in-place concrete 6 b. Concrete mix designs 7 c. Grouting 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 0133 00. 10 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 11 specials. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Required for each type of product indicated 15 B. Design Mixtures 16 1. For each concrete mixture submit proposed mix designs in accordance with ACI 17 318, chapter 5. 18 2. Submit each proposed mix design with a record of past performance. 19 3. Submit alternate design mixtures when characteristics of materials,Project condi- 20 tions,weather,test results or other circumstances warrant adjustments. 2I 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 22 a. Include this quantity on delivery ticket. 23 C. Steel Reinforcement Submittals for information 24 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- 25 ical analysis. 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Manufacturer Qualifications 30 1. A firm experienced in manufacturing ready-mixed concrete products and that com- 31 plies with ASTM C94 requirements for production facilities and equipment 32 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 33 Concrete Production Facilities" 34 B. Source Limitations 35 1. Obtain each type or class of cementitious material of the same brand from the same 36 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 37 1 source from a single manufacturer. 38 C. ACI Publications CITY OF FORT WORTH WESTSIDE V--PART 1--ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-3 CAST-IN-PLACE CONCRETE Page 3 of 25 1 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 2 Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 3 1. C143, Standard Test Method for Slump of Hydraulic-Cement Concrete. 4 in. C171, Standard Specification for Sheet Materials for Curing Concrete. 5 n. C150, Standard Specification for Portland Cement. 6 o. C172, Standard Practice for Sampling Freshly Mixed Concrete. 7 p. C219, Standard Terminology Relating to Hydraulic Cement. 8 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 9 Pressure Method. 10 r. C260, Standard Specification for Air-Entraining Admixtures for Concrete. 11 s. C309, Standard Specification for Liquid Membranc-Forming Compounds for 12 Curing Concrete. 13 t. C494, Standard Specification for Chemical Admixtures for Concrete. 14 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 15 Pozzolan for Use in Concrete. 16 v. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 17 Concrete. 18 w. C989, Standard Specification for Ground Granulated Blast-Furnace Slag for 19 Use in Concrete and Mortars. 20 x. C1017, Standard Specification for Chemical Admixtures for Use in Producing 21 Flowing Concrete. 22 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 23 Concrete. 24 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 25 Cement Concrete. 26 aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 27 bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor 28 Levelness Numbers. 29 cc. F436, Standard Specification for Hardened Steel Washers. 30 6. American Welding Society(AWS). 31 a. D1.1, Structural Welding Code- Steel. 32 b. DIA, Structural Welding Code-Reinforcing Steel. 33 7. Concrete Reinforcing Steel Institute(CRST) 34 a. Manual of Standard Practice 35 8. Texas Department of Transportation 36 a. Standard Specification for Construction and Maintenance of Highways, Streets 37 and Bridges 38 1.4 ADMINISTRATIVE REQUIREMENTS 39 A. Work Included 40 1. Design, fabrication, erection and stripping of formwork for cast-in-place concrete 41 including shoring,reshoring, falsework, bracing,proprietary forming systems, 42 prefabricated forms, void forms,permanent metal forms, bulkheads,keys, 43 blockouts, sleeves,pockets and accessories. 44 a. Erection shall include installation in formwork of items furnished by other 45 trades. CITY OF FORT WORTH WESTSIDE V--PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 033000-2 CAST-IN-PLACE CONCRETE Page 2 of 25 1 1.3 REFERENCES 2 A. Definitions 3 1. Cementitious Materials 4 a. Portland cement alone or in combination with I or more of the following: 5 1) Blended hydraulic cement 6 2) Fly ash 7 3) Other pozzolans 8 4) Ground granulated blast-furnace slag 9 5) Silica fume 10 b. Subject to compliance with the requirements of this specification 1 I B. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification,unless a date is specifically cited. 15 2. American Association of State Highway and Transportation(AASHTO): 16 a. M182,Burlap Cloth Made from Jute or Kena£ 17 3. American Concrete Institute(ACT): 18 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 19 b. ACI 301 Specifications for Structural Concrete 20 c. ACI 305.1 Specification for Hot Weather Concreting 21 d. ACI 3 06.1 Standard Specification for Cold Weather Concreting 22 e. ACI 308.1 Standard Specification for Curing Concrete 23 f. ACI 318 Building Code Requirements for Structural Concrete 24 g. ACI 347 Guide to Formwork for Concrete 25 4. American Institute of Steel Construction(AISC): 26 a. 303, Code of Standard Practice for Steel Buildings and Bridges. 27 5. ASTM International (ASTM): 28 a. A36, Standard Specification for Carbon Structural Steel. 29 b. A153, Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel 30 Hardware. 31 c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting 32 Materials for High-Temperature Service and Other Special Purpose 33 Applications. 34 d. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for 35 Concrete Reinforcement. 36 e. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for 37 Concrete Reinforcement. 38 f C31, Standard Practice for Making and Curing Concrete Test Specimens in the 39 Field. 40 g. C33, Standard Specification for Concrete Aggregates. 41 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 42 Specimens. 43 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 44 Beams of Concrete. 45 j. C94, Standard Specification for Ready-Mixed Concrete. CITY OF FORT WORTH WESTSIDE V—PART l—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-1 CAST-IN-PLACE CONCRETE Page 1 of 25 1 SECTION 03 30 00 2 CAST-IN-PLACE CONCRETE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cast-in place concrete, including formwork,reinforcement, concrete materials, 7 mixture design,placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. Slabs-on-grade 11 d. Foundation walls 12 e. Retaining walls (non TxDOT) 13 f. Suspended slabs 14 g. Blocking 15 h. Cast-in-place manholes 16 i. Concrete vaults for meters and valves 17 j. Concrete encasement of utility lines 18 2. Cast-in place concrete for composite elevated storage tank shall be in accordance 19 with Section 33 16 19. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. Modified 1.2.A.2.a 22 2. Added 1.2.A.2.b 23 3. Modified 3.7.A 24 4, Modified 3.7.E.3.b and c 25 C. Related Specification Sections include,but are not necessarily limited to: 26 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 27 2. Division 1 General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Cast-in-Place Concrete 30 1. Measurement 31 a. This Item is considered subsidiary to the structure or Items being placed. 32 2. Payment 33 a. Unit Price-The work performed and the materials furnished in accordance 34 with this Item are subsidiary to the structure or Items being placed and no other 35 compensation will be allowed. 36 b. Lump Sum Price-The work performed and the materials furnished in accord- 37 ance with this Item are included in the total lump sum price. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 7839-5 PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 017839-4 PROJECT.RECORD DOCUMENTS Page 4 of 5 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 1I 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 Iongevity 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 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 7839-3 PROJECT RECORD DOCUMENTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS -JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City,until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil(not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes,use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of fixture 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 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised Juiy 1,2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 o1`5 1 I. Thoroughly coordinate changes within the Record Documents, making adequate 2 and proper entries on each page of Specifications and each sheet of Drawings and 3 other Documents where such entry is required to show the change properly. 4 2. Accuracy of records shall be such that future search for items shown in the Contract 5 Documents may rely reasonably on information obtained from the approved Project 6 Record Documents. 7 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 8 information that the change has occurred. 9 4. Provide factual information regarding all aspects of the Work, both concealed and 10 visible, to enable future modification of the Work to proceed without lengthy and I 1 expensive site measurement, investigation and examination. 12 1.10 STORAGE AND HANDLING 13 A. Storage and Handling Requirements 14 1. Maintain the job set of Record Documents completely protected from deterioration 15 and from loss and damage until completion of the Work and transfer of all recorded 16 data to the final Project Record Documents. 17 2. In the event of loss of recorded data, use means necessary to again secure the data 18 to the City's approval. , 19 a. In such case,provide replacements to the standards originally required by the 20 Contract Documents. 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 112 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 RECORD DOCUMENTS 26 A. Job set 27 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 28 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 29 B. Final Record Documents 30 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 31 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 017839-1 PROJECT RECORD DOCUMENTS Page] of5 I SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Unit Price-Work associated with this Item is considered subsidiary to the various 21 Items bid. No separate payment will be allowed for this Item. 22 2. Lump Sum Price-Work associated with this Item is included in the total lump suns 23 rp ice. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 26 1.5 SUBMITTALS 27 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 28 City's Project Representative. 29 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Accuracy of Records CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS tNOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH WESTS.IDF V--PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 1) Predicted life of parts subject to wear 2 2) Items recommended to be stocked as spare parts 3 g. As installed control diagrams by controls manufacturer 4 h. Each contractor's coordination drawings 5 1) As installed color coded piping diagrams 6 i. Charts of valve tag numbers, with location and function of each valve 7 j. List of original manufacturer's spare parts,manufacturer's current prices, and 8 recommended quantities to be maintained in storage 9 k. Other data as required under pertinent Sections of Specifications 10 3. Content, for each electric and electronic system, as appropriate: 11 a. Description of system and component parts 12 1) Function, normal operating characteristics, and limiting conditions 13 2) Performance curves, engineering data and tests 14 3) Complete nomenclature and commercial number of replaceable parts 15 b. Circuit directories of panelboards 16 1) Electrical service 17 2) Controls 18 3) Communications 19 c. As installed color coded wiring diagrams 20 d. Operating procedures 21 1) Routine and normal operating instructions 22 2) Sequences required 23 3) Special operating instructions 24 e. Maintenance procedures 25 1) Routine operations 26 2) Guide to "trouble shooting" 27 3) Disassembly,repair and reassembly 28 4) Adjustment and checking 29 f. Manufacturer's printed operating and maintenance instructions 30 g. List of original manufacturer's spare parts,manufacturer's current prices, and 31 recommended quantities to be maintained in storage 32 h. Other data as required under pertinent Sections of Specifications 33 4. Prepare and include additional data when the need for such data becomes apparent 34 during instruction of City's personnel. 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USE, 37 1.9 QUALITY ASSURANCE 38 A. Provide operation and maintenance data by personnel with the following criteria: 39 1. Trained and experienced in maintenance and operation of described products 40 2. Skilled as technical writer to the extent required to communicate essential data 41 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 c. Do not use Project Record Drawings as maintenance drawings. 2 4. Written text, as required to supplement product data for the particular installation: 3 a. Organize in consistent format udder separate headings for different procedures. 4 b. Provide logical sequence of instructions of each procedure. 5 5. Copy of each warranty,bond and service contract issued 6 a. Provide information sheet for City personnel giving: 7 1) Proper procedures in event of failure 8 2) Instances which might affect validity of warranties or bonds 9 C. Manual for Materials and Finishes 10 1. Submit 5 copies of complete manual in final form. 11 2. Content, for architectural products,applied materials and finishes: 12 a. Manufacturer's data, giving full information on products 13 1) Catalog number, size, composition 14 2) Color and texture designations 15 3) Information required for reordering special manufactured products 16 b. Instructions for care and maintenance 17 1) Manufacturer's recommendation for types of cleaning agents and methods 18 2) Cautions against cleaning agents and methods which are detrimental to 19 product 20 3) Recommended schedule for cleaning and maintenance 21 3. Content, for moisture protection and weather exposure products: 22 a. Manufacturer's data, giving full information on products 23 1) Applicable standards 24 2) Chemical composition 25 3) Details of installation 26 b. Instructions for inspection, maintenance and repair 27 D. Manual for Equipment and Systems 28 1. Submit 5 copies of complete manual in final form. 29 2. Content, for each unit of equipment and system, as appropriate: 30 a. Description of unit and component parts 31 1) Function, normal operating characteristics and limiting conditions 32 2) Performance curves, engineering data and tests 33 3) Complete nomenclature and commercial number of replaceable parts 34 b. Operating procedures 35 1) Start-up,break-in,routine and normal operating instructions 36 2) Regulation, control, stopping, shut-down and emergency instructions 37 3) Summer and winter operating instructions 38 4) Special operating instructions 39 c. Maintenance procedures 40 1) Routine operations 41 2) Guide to "trouble shooting" 42 3) Disassembly,repair and reassembly 43 4) Alignment, adjusting and checking 44 d. Servicing and lubrication schedule 45 1) List of lubricants required 46 e. Manufacturer's printed operating and maintenance instructions 47 f. Description of sequence of operation by control manufacturer CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 I b. Paper 2 1) 40 pound minimum, white, for typed pages 3 2) Holes reinforced with plastic, cloth or metal 4 c. Text: Manufacturer's printed data, or neatly typewritten 5 d. Drawings 6 1) Provide reinforced punched binder tab, bind in with text 7 2) Reduce larger drawings and fold to size of text pages. 8 e. Provide fly-Ieaf for each separate product, or each piece of operating 9 equipment. 10 1) Provide typed description of product, and major component parts of 11 equipment. 12 2) Provide indexed tabs. 13 £ Cover 14 1) Identify each volume with typed or printed title"OPERATING AND 15 MAINTENANCE INSTRUCTIONS". 16 2) List: 17 a) Title of Project 18 b) Identity of separate structure as applicable 19 c) Identity of general subject matter covered in the manual 20 3. Binders 21 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 22 b. When multiple binders are used, correlate the data into related consistent 23 groupings. 24 4. If available,provide an electronic form of the O&M Manual. 25 B. Manual Content 26 1. Neatly typewritten table of contents for each volume, arranged in systematic order 27 a. Contractor, name of responsible principal, address and telephone number 28 b. A list of each product required to be included, indexed to content of the volume 29 c. List, with each product: 30 1) The name, address and telephone number of the subcontractor or installer 31 2) A Iist of each product required to be included, indexed to content of the 32 volume 33 3) Identify area of responsibility of each 34 4) Local source of supply for parts and replacement 35 d. Identify each product by product name and other identifying symbols as set 36 forth in Contract Documents. 37 2. Product Data 38 a. Include only those sheets which are pertinent to the specific product. 39 b. Annotate each sheet to: 40 1) Clearly identify specific product or part installed 41 2) Clearly identify data applicable to installation 42 3) Delete references to inapplicable information 43 3. Drawings 44 a. Supplement product data with drawings as necessary to clearly illustrate.- 45 llustrate:45 1) Relations of component parts of equipment and systems 46 2) Control and flow diagrams 47 b. Coordinate drawings with information in Project Record Documents to assure 48 correct illustration of completed installation. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 017823-1 OPERATION AND MAINTENANCE DATA Page I of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Unit Price-Work associated with this Item is considered subsidiary to the various 21 Items bid. No separate payment will be allowed for this Item. 22 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 23rp ice. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Schedule 27 1. Submit manuals in final form to the City within 30 calendar days of product 28 shipment to the project site. 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 31 approved by the City prior to delivery. 32 1.6 INFORMATIONAL SUBMITTALS 33 A. Submittal Form 34 1. Prepare data in form of an instructional manual for use by City personnel. 35 2. Format 36 a. Size: 8 1/2 inches x 11 inches CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 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 [oR1 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] 25 313 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH 'WESTSIDE V-PART l -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised July 1,2011 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 0178 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 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS City Project No.100378 Revised July 1,2011 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 017719 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Added 1.2.A.2 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Unit Price-Work associated with this Item is considered subsidiary to the various 16 Items bid. No separate payment will be allowed for this Item. 17 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 18rTJ ice. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Guarantees, Bonds and Affidavits 22 1. No application for final payment will be accepted until all guarantees, bonds, 23 certificates, licenses and affidavits required for Work or equipment as specified are 24 satisfactorily filed with the City. 25 B. Release of Liens or Claims 26 1. No application for final payment will be accepted until satisfactory evidence of 27 release of liens has been submitted to the City. 28 1.5 SUBMITTALS 29 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 017423-4 CLEANING Page of 1 2. Sweep flatwark, aving and roadway to remove all rocks,pieces of asphalt, 2 concrete or any other object that may hinder or disrupt the flow of traffic along the 3 roadway. 4 3. CIean any interior areas including, but not limited to, vaults,manholes, structures, 5 junction boxes and inlets. 6 4. If no longer required for maintenance of erosion facilities, and upon approval by 7 City, remove erosion control from site. S 5. Clean signs, lights, signals, etc. 9 3,11 -3.14 [NOT USED] la END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11 CITY OF FORT WORTH WESTSIDE V-PART] -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 017423-3 CLEANING Page 3 of 1 4. Dispose of degradable debris at an approved solid waste disposal site. 2 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 3 alternate manner approved by City and regulatory agencies. 4 6. Handle materials in a controlled manner with as few handlings as possible. 5 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 6 this project. 7 8. Remove all signs of temporary construction and activities incidental to construction 8 of required permanent Work. 9 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 10 have the cleaning completed at the expense of the Contractor. 11 10. Do not burn on-site. 12 B. Intermediate Cleaning during Construction 13 1. Keep Work areas clean so as not to hinder health, safety or convenience of 14 personnel in existing facility operations. 15 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 16 3. Confine construction debris daily in strategically located container(s): 17 a. Cover to prevent blowing by wind 18 b. Store debris away from construction or operational activities 19 c. Haul from site at a minimum of once per week 20 4. Vacuum clean interior areas when ready to receive finish painting. 21 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 22 5. Prior to storm events,thoroughly clean site of all loose or unsecured items, which 23 may become airborne or transported by flowing water during the storm. 24 C. Interior Final Cleaning 25 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 26 foreign materials from sight-exposed surfaces. 27 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 28 3. Wash and shine glazing and mirrors. 29 4. Polish glossy surfaces to a clear shine. 30 5. Ventilating systems 31 a. Clean permanent filters and replace disposable filters if units were operated 32 during construction. 33 b. Clean ducts,blowers and coils if units were operated without filters during 34 construction. 35 6. Replace all burned out lamps. 36 7. Broom clean process area floors. 37 8. Mop office and control room floors. 38 D. Exterior(Site or Right of Way)Final CIeaning 39 1. Remove trash and debris containers from site. 40 a. Re-seed areas disturbed by location of trash and debris containers in accordance 41 with Section 32 92 13. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 7423-2 CLEANING Paget of4 1 A. Storage and Handling Requirements 2 1. Store cleaning products and cleaning wastes in containers specifically designed for 3 those materials. 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 112 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS 7 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 8 2.2 MATERIALS 9 A. Cleaning Agents 10 1. Compatible with surface being cleaned 11 2. New and uncontaminated 12 3. For manufactured surfaces 13 a. Material recommended by manufacturer 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 APPLICATION [NOT USED] 21 3.5 REPAIR 1 RESTORATION [NOT USED] 22 3.6 RE-INSTALLATION [NOT USED] 23 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING 27 A. General 28 1. Prevent accumulation of wastes that create hazardous conditions. 29 2- Conduct cleaning and disposal operations to comply with laws and safety orders of 30 governing authorities. 31 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 32 storm or sanitary drains or sewers. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 7423-1 CLEANING Page 1 of 1 SECTION 0174 23 2 CLEANING 3 PARTI - 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. Modified 1.2.A.1 10 2. Added 1.2.A.2 11 3. Modified 3.10.D.2 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 —GeneraI Requirements 15 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Unit Price-Work associated with this Item is considered subsidiary to the various 19 Items bid. No separate payment will be allowed for this Item. 20 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 21 price. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Scheduling 25 1. Schedule cleaning operations so that dust and other contaminants disturbed by 26 cleaning process will not fall on newly painted surfaces. 27 2. Schedule final cleaning upon completion of Work and immediately prior to final 28 inspection. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1..10 STORAGE,AND HANDLING CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 017123-8 CONSTRUCTION STAKfNG AND SURVEY Page 8 of 8 1 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 2 relieve the contractor of his/her responsibility for accuracy. 3 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/3112017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified I.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format 12 CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 e. The accuracy required for the vertical location of utilities varies widely. Many 2 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 3 should be maintained. Underground and overhead utilities on planned profile, 4 but not depending on gravity flow for performance, should not exceed 0.1 ft. 5 tolerance. 6 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 7 specifications or in compliance to standards. The City reserves the right to request a 8 calibration report at any time and recommends regular maintenance schedule be 9 performed by a certified technician every 6 months. 10 1. Field measurements of angles and distances shall be done in such fashion as to 11 satisfy the closures and tolerances expressed in Part 3.1.A. 12 2. Vertical locations shall be established from a pre-established benchmark and 13 checked by closing to a different bench mark on the same datum. 14 3. Construction survey field work shall correspond to the client's plans. Irregularities 15 or conflicts found shall be reported promptly to the City. 16 4. Revisions, corrections and other pertinent data shall be logged for future reference. 17 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 APPLICATION 21 3.5 REPAIR I RESTORATION 22 A. If the Contractor's work damages or destroys one or more of the control 23 monuments/points set by the City, the monuments shall be adequately referenced for 24 expedient restoration. 25 1. Notify City if any control data needs to be restored or replaced due to damage 26 caused during construction operations. 27 a. Contractor shall perform replacements and/or restorations. 28 b. The City may require at any time a survey"Field Check" of any monument 29 or benchmarks that are set be verified by the City surveyors before further 30 associated work can move forward. 31 3.6 REINSTALLATION [NOT USED] 32 3.7 FIELD [oR] SITE QUALITY CONTROL 33 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 34 City in accordance with this Specification. This includes easements and right of way, if 35 noted on the plans. 36 B. Do not change or relocate stakes or control data without approval from the City. 37 3.8 SYSTEM STARTUP 38 A. Survey Checks 39 1. The City reserves the right to perform a Survey Check at any time deemed 40 necessary. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION!SPECIFICATION DOCUMENTS City Project No. 100378 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. A construction survey will produce,but will not be limited to: 2 1. Recovery of relevant control points,points of curvature and points of intersection. 3 2. Establish temporary horizontal and vertical control elevations (benchmarks) 4 sufficiently permanent and located in a manner to be used throughout construction. 5 3. The location of planned facilities, easements and improvements. 6 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 7 areas, utilities, streets, highways, tunnels, and other construction. 8 b. A record of revisions or corrections noted in an orderly manner for reference. 9 c. A drawing, when required by the client, indicating the horizontal and vertical 10 location of facilities, casements and improvements, as built. 11 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 12 construction staking projects. These cut sheets shall be on the standard city template 13 which can be obtained from the Survey Superintendent (817-392-7925). 14 5. Digital survey files in the following formats shall be acceptable: 15 a. AutoCAD (.dwg) 16 b. ESRI Shapefile (.shp) 17 c. CSV file(.csv), formatted with X and Y coordinates in separate columns (use 18 standard templates, if available) 19 6. Survey files shall include vertical and horizontal data tied to original project 20 control and benchmarks, and shall include feature descriptions 21 PART 3 - EXECUTION 22 3.1 INSTALLERS 23 A. Tolerances: 24 1. The staked location of any improvement or facility should be as accurate as 25 practical and necessary. The degree of precision required is dependent on many 26 factors all of which must remain judgmental. The tolerances listed hereafter are 27 based on generalities and, under certain circumstances, shall yield to specific 28 requirements. The surveyor shall assess any situation by review of the overall plans 29 and through consultation with responsible parties as to the need for specific 30 tolerances. 31 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 32 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 33 1.0 ft. tolerance. 34 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 35 c. Paving or concrete for streets, curbs, gutters,parking areas, drives, alleys and 36 walkways shall be located within the confines of the site boundaries and, 37 occasionally, along a boundary or any other restrictive line. Away from any 38 restrictive line, these facilities should be staked with an accuracy producing no 39 more than 0.05ft. tolerance from their specified locations. 40 d. Underground and overhead utilities, such as sewers,gas,water, telephone and 41 electric lines, shall be located horizontally within their prescribed areas or 42 casements. Within assigned areas, these utilities should be staked with an 43 accuracy producing no more than 0.1 ft tolerance from a specified location. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 a. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City) of construction 3 features during the progress of the construction including the following: 4 1) Water Lines 5 a) Top of pipe elevations and coordinates for waterlines at the following 6 locations: 7 (1) Minimum every 250 linear feet, including 8 (2) Horizontal and vertical points of inflection, curvature, 9 etc. 10 (3) Fixe line tee 11 (4) Plugs, stub-outs, dead-end lines 12 (5) Casing pipe (each end)and all buried fittings 13 2) Sanitary Sewer 14 a) Top of pipe elevations and coordinates for force mains and siphon 15 sanitary sewer lines (non-gravity facilities) at the following locations: 16 (1) Minimum every 250 linear feet and any buried fittings 17 (2) Horizontal and vertical points of inflection, curvature, 18 etc. I9 3) Stormwater—Not Applicable 20 b. The Contractor shall provide as-built survey including the elevation and 21 location(and provide written documentation to the City) of construction 22 features after the construction is completed including the following: 23 1) Manholes 24 a) Rim and flowline elevations and coordinates for each manhole 25 2) Water Lines 26 a) Cathodic protection test stations 27 b) Sampling stations 28 c) Meter boxes/vaults (All sizes) 29 d) Fire hydrants 30 e) Valves (gate,butterfly, etc.) 31 f) Air Release valves (Manhole rim and vent pipe) 32 g) Blow off valves (Manhole rim and valve lid) 33 h) Pressure plane valves 34 i) Underground Vaults 35 (1) Rim and flowline elevations and coordinates for each 36 Underground Vault. 37 3) Sanitary Sewer 38 a) Cleanouts 39 (1) Rim and flowline elevations and coordinates for each 40 b) Manholes and Junction Structures 41 (1) Rim and flowline elevations and coordinates for each 42 manhole and junction structure. 43 4) Stormwater—Not Applicable 44 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 45 1.11 FIELD [SITE] CONDITIONS [NOT USED] 46 1.12 WARRANTY 47 PART 2 - PRODUCTS CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised February 14,2018 017123-4 CONSTRUCTION STAGING AND SURVEY Page 4 of 8 1 a. Contractor is responsible for preserving and maintaining stakes. If City 2 surveyors are required to re-stake for any reason, the Contractor will be 3 responsible for costs to perform staking. If in the opinion of the City, a 4 sufficient number of stakes or markings have been lost, destroyed disturbed or 5 omitted that the contracted Work cannot take place then the Contractor will be 6 required to stake or re-stake the deficient areas. 7 B. Construction Survey 8 1. Construction Survey will be performed by the Contractor. 9 2. Coordination 10 a. Contractor to verify that horizontal and vertical control data established in the 11 design survey and required for construction survey is available and in place. 12 3. General 13 a. Construction survey will be performed in order to construct the work shown 14 on the Construction Drawings and specified in the Contract Documents. 15 b. For construction methods other than open cut, the Contractor shall perform 16 construction survey and verify control data including, but not limited to, the 17 following: 18 1) Verification that established benchmarks and control are accurate. 19 2) Use of Benchmarks to furnish and maintain all reference lines and grades 20 for tunneling. 21 3) Use of line and grades to establish the location of the pipe. 22 4) Submit to the City copies of field notesused to establish all lines and 23 grades, if requested, and allow the City to check guidance system setup prior 24 to beginning each tunneling drive. 25 5) Provide access for the City, if requested, to verify the guidance system and 26 the line and grade of the carrier pipe. 27 6) The Contractor remains fully responsible for the accuracy of the work and 28 correction of it, as required. 29 7) Monitor Iine and grade continuously during construction. 30 8) Record deviation with respect to design line and grade once at each pipe 31 joint and submit daily records to the City. 32 9) If the installation does not meet the specified tolerances (as outlined in 33 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 34 the installation in accordance with the Contract Documents. 35 C. As-Built Survey 36 1. Required As-Built Survey will be performed by the Contractor. 37 2. Coordination 38 a. Contractor is to coordinate with City to confirm which features require as- 39 built surveying. 40 b. It is the Contractor's responsibility to coordinate the as-built survey and 41 required measurements for items that are to be buried such that construction 42 activities are not delayed or negatively impacted. 43 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 44 to physically measure depth and mark the location during the progress of 45 construction and take as-built survey after the facility has been buried. The 46 Contractor is responsible for the quality control needed to ensure accuracy. 47 3. General CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised February I4,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page of 1 4. Texas Society of Professional Land Surveyors (TSPS),Manual of Practice for Land 2 Surveying in the State of Texas,Category 5 3 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. The Contractor's selection of a surveyor must comply with Texas Government 6 Code 2254 (qualifications based selection) for this project. 7 1.5 SUBMITTALS 8 A. Submittals, if required, shall be in accordance with Section 0133 00. 9 B. All submittals shall be received and reviewed by the City prior to delivery of work. 10 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 1 I A. Field Quality Control Submittals 12 1. Documentation verifying accuracy of field engineering work, including coordinate 13 conversions if plans do not indicate grid or ground coordinates. 14 2. Submit"Cut-Sheets" conforming to the standard template provided by the City 15 (refer to 01 71 23.16.01 --Attachment A Survey.Staling Standards). 16 1.7 CLOSEOUT SUBMITTALS 17 B. As-built Redline Drawing Submittal 18 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 19 constructed improvements signed and scaled by Registered Professional Land 20 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 21 Survey Staking Standards) . 22 2. Contractor shall submit the proposed as-built and completed redline drawing 23 submittal one(1) week prior to scheduling the project final inspection for City 24 review and comment. Revisions, if necessary, shall be made to the as-built redline 25 drawings and resubmitted to the City prior to scheduling the construction final 26 inspection. 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Construction Staling 30 1. Construction staking will be performed by the Contractor. 31 2. Coordination. 32 a. Contact City's Project Representative at least one week in advance notifying 33 the City of when Construction Staking is scheduled. 34 b. It is the Contractor's responsibility to coordinate staking such that 35 construction activities are not delayed or negatively impacted. 36 3. General CITY OF.FORT WORTH wESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 I) This Item is considered subsidiary to the various Items bid. 2 b. Payment 3 1) Unit Price- The work performed and the materials furnished in accordance 4 with this Item are subsidiary to the various Items bid and no other 5 compensation will be allowed. 6 2) Lump Sum Price-The work performed and the materials furnished in 7 accordance with this Item are included in the total lump sura price. 8 3. As-Built Survey 9 a. Measurement 10 1) Measurement for this Item shall be by lump sum. 11 b. Payment 12 1) Unit Price 13 a) The work performed and the materials furnished in accordance with this 14 Item shall be paid for at the lump sum price bid for"As-Built Survey". 15 b) Payment for"Construction Staking"shall be made in partial payments 16 prorated by work completed compared to total work included in the lump 17 sum item. 18 2) Lu= Sum Price 19 a) The work performed and the materials furnished in accordance with this 20 Item are included in the total lump sum price. 21 c. The price bid shall include, but not be limited to the following:: 22 1) Field measurements and survey shots to idcntify location of completed 23 facilities. 24 2) Documentation and submittal of as-built survey data onto contractor redline 25 plans and digital survey files. 26 27 1.3 REFERENCES 28 A. Definitions 29 1. Construction Survey- The survey measurements made prior to or while 30 construction is in progress to control elevation, horizontal position, dimensions and 31 configuration of structures/improvements included in the Project Drawings. 32 2. As-built Survey---The measurements made after the construction of the 33 improvement features are complete to provide position coordinates for the features 34 of a project. 35 3. Construction Staking--The placement of stakes and markings to provide offsets 36 and elevations to cut and fill in order to locate on the ground the designed 37 structures/improvements included in the Project Drawings. Construction staking 38 shall include staking easements and/or right of way if indicated on the plans. 39 4. Survey"Field Checks"—Measurements made after construction staking is 40 completed and before construction work begins to ensure that structures marked on 41 the ground are accurately located per Project Drawings. 42 B. Technical References 43 1. City of Fort Worth Construction Staking Standards (available on City's Buzzsaw 44 website) 01 71 23.16.01_Attachment A Survey Staking Standards 45 2. City of Fort Worth- Standard Survey Data Collector Library(fxl) files (available 46 on City's Buzzsaw website). 47 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised February 14,2018 01 71 23-1 CONSTRUCTION STAKING AND SURVEY Page l of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND ,SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1.b.1 9 2. Added 1.2.A.1.b.2 10 3. Modified 1.2.A.1.b.2 11 4. Modified 1.2.A.2.b.1 12 5. Added 1.2.A.2.b.2 13 6, Modified 1.2.A.3.b.1 14 7. Added 1.2.A.3.b.2 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Construction Staking 21 a. Measurement 22 1) Measurement for this Item shall be by lump sum. 23 b. Payment 24 1) Unit Price 25 a) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the lump sum price bid for"Construction 27 Staking". 28 b) Payment for"Construction Staking"shall be made in partial payments 29 prorated by work completed compared to total work included in the lump 30 sum item. 31 2) Lump Sum Price 32 a) The work performed and the materials furnished in accordance with this 33 Item are included in the total lump sum price. 34 c. The price bid shall include, but not be limited to the following: 35 1) Verification of control data provided by City. 36 2) Placement, maintenance and replacement of required stakes and markings 37 in the field. 38 3) Preparation and submittal of construction staking documentation in the 39 form of"cut sheets"using the City's standard template. 40 2. Construction Survey 41 a. Measurement CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February lA,2018 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1..12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS [NOT USED] S PART 3 - EXECUTION [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 11 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 2) Lump Sum Price- Work associated_with this.Item is included in the total 2 lump sum price. 3 c. The price shall include: 4 1) Demobilization as described in Section 1.1.A.2.a.1) 5 2) Remobilization as described in Section 1.1.A.2.a.2) 6 d. No payments will be made for standby, idle time, or lost profits associated this 7 Item. 8 3. Remobilization for suspension of Work as required by City 9 a. Measurement and Payment 10 1) This shall be submitted as a Contract CIaim in accordance with Article 10 11 of Section 00 72 00. 12 2) No payments will be made for standby, idle time, or lost profits associated 13 with this Item. 14 4. Mobilizations and Demobilizations for Miscellaneous Projects 15 a. Measurement 16 1) Measurement for this Item shall be for each Mobilization and 17 Demobilization required by the Contract Documents 18 b. Payment 19 1) The Work performed and materials fiirnished in accordance with this Item 20 and measured as provided under"Measurement"will be paid for at the unit 21 price per each "Work Order Mobilization"in accordance with Contract 22 Documents. Demobilization shall be considered subsidiary to mobilization 23 and shall not be paid for separately. 24 c. The price shall include: 25 I) Mobilization as described in Section I.I.A.3.a.1) 26 2) Demobilization as described in Section I.1.A.3.a.2) 27 d. No payments will be made for standby, idle time, or lost profits associated this 28 Item. 29 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 30 a. Measurement 31 1) Measurement for this Item shall be for each Mobilization and 32 Demobilization required by the Contract Documents 33 b. Payment 34 1) The Work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"will be paid for at the unit 36 price per each"Work Order Emergency Mobilization"in accordance with 37 Contract Documents. Demobilization shall be considered subsidiary to 38 mobilization and shall not be paid for separately. 39 c. The price shall include 40 1) Mobilization as described in Section 1.i.A.4.a) 41 2) Demobilization as described in Section 1.1.A.3.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item, 44 1.3 REFERENCES [NOT USED] 45 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 46 1.5 SUBMITTALS [NOT USED] 47 1.6 INFORMATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH W ESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2016 01 7000-2 MOBILIZATION AND REMOBILIZATION Paget of4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. Modified 1.2.A.I.b.1 21 2. Added 1.2.A.11.2 22 3. Modified 1.2.A.2.b.1 23 4. Added 1.2.A.2.b.2 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 26 2. Division 1 General Requirements 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Mobilization and Demobilization 30 a. Measure 31 l) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) Unit Price-The work performed and materials fitmished in accordance 34 with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 2) Lump Sum Price-Work associated with this Item is included in the total 37 lump sum price. 38 2. Remobilization for suspension of Work as specifically required in the Contract 39 Documents 40 a. Measurement 41 1) Measurement for this Item shall be per each remobilization performed. 42 b. Payment 43 1) Unit Price-The work performed and materials furnished in accordance 44 with this Item and measured as provided under"Measurement"will be 45 paid for at the unit price per each"Specified Remobilization" in 46 accordance with Contract Documents. CITY OF FORT WORTH WESTSIDE V--PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2016 01 70 00-I MOBILIZATION AND REMOBILIZATION Page 1 of4 I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 9 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site CIean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF PORT WORTH WE,STSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2016 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page of Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR 1 RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [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. Nan-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 WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 2 for personnel or equipment to receive the delivery. 3 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 4 containers designed and constructed to protect the contents from physical or 5 environmental damage. 6 5. Clearly and fully mark and identify as to manufacturer, item and installation 7 location. 8 6. Provide manufacturer's instructions for storage and handling. 9 B. Handling Requirements 10 1. Handle products or equipment in accordance with these Contract Documents and 11 manufacturer's recommendations and instructions. 12 C. Storage Requirements I3 1. Store materials in accordance with manufacturer's recommendations and 14 requirements of these Specifications. 15 2. Make necessary provisions for safe storage of materials and equipment. 16 a. Place loose soil materials and materials to be incorporated into Work to prevent 17 damage to any part of Work or existing facilities and to maintain free access at 18 all times to all parts of Work and to utility service company installations in 19 vicinity of Work. 20 3. Keep materials and equipment neatly and compactly stored in locations that will 21 cause minimum inconvenience to other contractors,public travel, adjoining owners, 22 tenants and occupants. 23 a. Arrange storage to provide easy access for inspection. 24 4. Restrict storage to areas available on construction site for storage of material and 25 equipment as shown on Drawings, or approved by City's Project Representative. 26 5. Provide off-site storage and protection when on-site storage is not adequate. 27 a. Provide addresses of and access to off-site storage locations for inspection by 28 City's Project Representative. 29 6. Do not use lawns, grass plots or other private property for storage purposes without 30 written permission of owner or other person in possession or control of premises. 31 7. Store in manufacturers' unopened containers. 32 8. Neatly, safely and compactly stack materials delivered and stored along line of 33 Work to avoid inconvenience and damage to property owners and general public 34 and maintain at least 3 feet from fire hydrant. 35 9. Keep public and private driveways and street crossings open. 36 10. Repair or replace damaged lawns, sidewalks,streets or other improvements to 37 satisfaction of City's Project Representative. 38 a. Total length which materials may be distributed along route of construction at 39 one time is 1,000 linear feet,unless otherwise approved in writing by City's 40 Project Representative. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. Modified 1.2.A.1 13 2. Added 1.2.A.2 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Unit Price-Work associated with this Item is considered subsidiary to the various 20 items bid. No separate payment will be allowed for this Item. 21 2. Lurrl Sum Price- Work associated with this Item is included in the total lump sum 22 mice. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY AND HANDLING 31 A. Delivery Requirements 32 1. Schedule delivery of products or equipment as required to allow timely installation 33 and to avoid prolonged storage. 34 2. Provide appropriate personnel and equipment to receive deliveries. CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1..11 FIELD [STYE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List S CITY OF FORT WORTH WFSTSIDE V-PART 1 -ELEVATED STORAGE TANK S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 01 6000-1 PRODUCT REQUIREMENTS Pagel of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Port 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 I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102 - Construction DocumentslStandard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USE, 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH WESTSIDE V -PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 Ol 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 3.13 MAINTENANCE 2 A. General 3 1. Maintenance Will include painting and repairs as needed or directed by the City. 4 3.14 ATTACHMENTS ]NOT USED] 5 END OF SECTION b Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 I PART2 - PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED-PRODUCTS [NOT USED] 3 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 4 A. Design Criteria 5 1. Provide free standing Project Designation Sign in accordance with City's Standard 6 Details for project signs for Water De artment prQiects. 7 B. Materials 8 1. Sign 9 a. Constructed of 1/4-inch fir plywood, grade A-C (exterior)or better 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. General 18 1. Provide vertical installation at extents of project. 19 2. Relocate sign as needed,upon request of the City. 20 B. Mounting options 21 a. Skids 22 b. Posts 23 c. Barricade 24 3.5 REPAIR/RESTORATION [NOT USED] 25 3.6 RE-INSTALLATION [NOT USED] 26 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 310 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 O15A13-] TEMPORARY PROJECT SIGNAGE Pagel of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Added 1.2.A.2 10 3. Modified 2.2.A.I 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 I —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Unit Price-Work associated with this Item is considered subsidiary to the various 17 items bid. No separate payment will be allowed for this Item. is 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 19 rp ice. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY ]NOT USED] CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED S'T'ORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 5713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 2 as follows: 3 1) 1 copy to the City Project Manager 4 a) City Project Manager will forward to the City Department of 5 Transportation and Public Works,Environmental Division for review 6 B. Modified SWPPP 7 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 8 in accordance with Section 0133 00. 9 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 112 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 20 CITY OF FORT WORTH WESTSIDE V-PART I _ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised hly 1,2011 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. General 3 1. Contractor is responsible for resolution and payment of any fines issued associated 4 with compliance to Stormwater Pollution Prevention Plan.. 5 B. Construction Activities resulting in: 6 1. Less than 1 acre of disturbance 7 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 8 Drawings. 9 2. 1 to less than 5 acres of disturbance 10 a. Texas Pollutant Discharge EIimination System(TPDES) General Construction 11 Permit is required 12 b. Complete SWPPP in accordance with TCEQ requirements 13 1) TCEQ Small Construction Site Notice Required under general permit 14 TXR 150000 15 a) Sign and post at jab site 16 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 17 Transportation and Public Works,Environmental Division, (817) 392- 18 6088. 19 2) Provide erosion and sediment control in accordance with: 20 a) Section 31 25 00 21 b) The Drawings 22 c) TY-R150000 General Permit 23 d) SWPPP 24 e) TCEQ requirements 25 3. 5 acres or more of Disturbance 26 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 27 Permit is required 28 b. Complete SWPPP in accordance with TCEQ requirements 29 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 30 a) Sign and post at job site 31 b) Send copy to City Department of Transportation and Public Works, 32 Environmental Division, (817) 392-6088. 33 2) TCEQ Notice of Change required if making changes or updates to NOI 34 3) Provide erosion and sediment control in accordance with: 35 a) Section 3125 00 36 b) The Drawings 37 c) TXR150000 General Permit 38 d) SWPPP 39 e) TCEQ requirements 40 4) Once the project has been completed and all the closeout requirements of 41 TCEQ have been met a TCEQ Notice of Termination can be submitted. 42 a) Send copy to City Department of Transportation and Public Works, 43 Environmental Division, (817) 392-6088. 44 1.5 SUBMITTALS 45 A. SWPPP 46 1. Submit in accordance with Section 01 33 00, except as stated herein. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 01 57 13-1 STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.I.a 9 2. Added 1.2.A.Lb 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 3. Section 31 25 00—Erosion and Sediment Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Construction Activities resulting in less than 1 acre of disturbance 18 a. Unit Price- Work associated with this Item is considered subsidiary to the 19 various Items bid. No separate payment will be allowed for this Item. 20 b. Lum Sum.Price- Work associated with this Item is included in the total lump 21 sum price. 22 2. Construction Activities resulting in greater than 1 acre of disturbance 23 a. Measurement and Payment shall be in accordance with Section 31 25 00. 24 1.3 REFERENCES 25 A. Abbreviations and Acronyms 26 1. Notice of Intent:NOI 27 2. Notice of Termination: NOT 28 3. Storm Water Pollution Prevention Plan: SWPPP 29 4. Texas Commission on Environmental Quality: TCEQ 30 5. Notice of Change:NOC 31 A. Reference Standards 32 1. Reference standards cited in this Specification refer to the current reference 33 standard published at the time of the latest revision date Iogged at the end of this 34 Specification, unless a date is specifically cited. 35 2. Integrated Storm Management(iSWM) Technical Manual for Construction 36 Controls CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised 7u1y 1,2011 03 30 00-1 1 CAST-IN-PLACE CONCRETE Page 11 of 25 1 a. Limit percentage, by weight, of cementitious materials other than portland ce- 1 ment in concrete as follows, unless specified otherwise: 3 1) Fly Ash: 25 percent 4 2) Combined Fly Ash and Pozzolan: 25 percent 5 3) Ground Granulated Blast-Furnace Slag: 50 percent 6 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace 7 Slag: 50 percent 8 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 9 cent 10 6) Silica Fume: 10 percent 11 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 12 pozzolans not exceeding 25 percent and silica fame not exceeding 10 percent 13 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, 14 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 per- 15 cent and silica fume not exceeding 10 percent 16 3. Limit water-soluble, chloride-ion content in hardened concrete to: 17 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 18 (typical) 19 b. 0.15 percent by weight if concrete will be exposed to chlorides 20 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be 21 continually dry and protected. 22 4. Admixtures 23 a. Use admixtures according to manufacturer's written instructions. 24 b. Do not use admixtures which have not been incorporated and tested in accepted 25 mixes. 26 c. Use water-reducing high-range water-reducing or plasticizing admixture in 27 concrete, as required, for placement and workability. 28 d. Use water-reducing and retarding admixture when required by high 29 temperatures, low humidity or other adverse placement conditions. 30 e. Use water-reducing admixture in pumped concrete, concrete for heavy-use 31 industrial slabs and parking structure slabs,concrete required to be watertight, 32 and concrete with a water-cementitious materials ratio below 0.50. 33 f. Use corrasion-inhibiting admixture in concrete mixtures where indicated. 34 P. Concrete Mixtures 35 1. Refer to TxDOT"Standard Specifications for Construction and Maintenance of 36 Highways, Streets, and Bridges"for: 37 a. Culverts 38 b. Headwalls 39 c. Wingwalls 40 2. Proportion normal-weight concrete mixture as follows: 41 a. Minimum Compressive Strength: 3,000 psi at 28 days 42 b. Maximum Water-Cementitious Materials Ratio: 0.50 43 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 44 inches before adding high-range water-reducing admixture or plasticizing 45 admixture,plus or minus 1 inch CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 03 30 00-12 CAST-IN-PLACE CONCRETE Page 12 of 25 1 d. Air Content: 6 percent,plus or minus 1.5 percent at point of delivery for 3/4- 2 inch nominal maximu nrl aggregate size 3 Q. Fabricating Reinforcement 4 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 5 R. Fabrication of Embedded Metal Assemblies 6 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 7 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 8 accordance with AWS D1.1. 9 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. 10 All other metal assemblies shall be either hot dip galvanized or painted with an 1 l epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 12 installed in accordance with the manufacturer's instructions. Repair painted 13 assemblies after welding with same type of paint. 14 S. Concrete Mixing 15 1. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to 16 ASTM C94, and furnish batch ticket information. 17 a. When air temperature is between 85 and 90 degrees Fahrenheit,reduce mixing 18 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 19 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 20 2. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete 21 according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type 22 batch machine mixer. 23 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 24 minutes, but not more than 5 minutes after ingredients are in mixer, before any 25 part of batch is released. 26 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 27 seconds for each additional 1 cubic yard. 28 c. Provide batch ticket for each batch discharged and used in the Work, indicating 29 Project identification name and number, date, mixture type, mixture time, 30 quantity, and amount of water added. Record approximate location of final 31 deposit in structure. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL [NOT USED] 34 PART 3 - EXECUTION 35 3.1 INSTALLERS [NOT USED] 36 3.2 EXAMINATION [NOT USED] 37 3.3 PREPARATION [NOT USED] 38 3.4 INSTALLATION 39 A. Formwork CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRuc,rioN SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 03 30 00-13 CAST-CN-PLACE CONCRETE Page 13 of 25 1 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301,to 2 support vertical, lateral, static, and dynamic loads, and construction loads that might 3 be applied,until structure can support such loads. 4 2. Construct formwork so concrete members and structures are of size, shape, 5 alignment, elevation, and position indicated,within tolerance limits of ACI 117. 6 a. Vertical alignment 7 1) Lines, surfaces and arises less than 100 feet in height- 1 inch. 8 2) Outside corner of exposed corner columns and control joints in concrete 9 exposed to view less than 100 feet in height- 1/2 inch. 10 3) Lines, surfaces and arises greater than 100 feet in height- 1/1000 times the 11 height but not more than 6 inches. 12 4) Outside corner of exposed corner columns and control joints in concrete 13 exposed to view greater than 100 feet in height- I/2000 times the height but 14 not more than 3 inches. 15 b. Lateral alignment 16 1) Members - 1 inch. 17 2) Centerline of openings 12 inches or smaller and edge location of larger 18 openings in slabs- 1/2 inch. 19 3) Sawcuts,joints, and weakened plane e xlbedments in slabs -3/4 inch. 20 c. Level alignment 21 1) Elevation of slabs-on-grade- 3/4 inch. 22 2) Elevation of top surfaces of formed slabs before removal of shores - 314 23 inch. 24 3) Elevation of formed surfaces before removal of shores- 314 inch. 25 d. Cross-sectional dimensions: Overall dimensions of beams,joists, and columns 26 and thickness of walls and slabs. 27 1) 12 inch dimension or less -plus 1/2 inch to minus 114 inch. 28 2) Greater than 12 inch to 3 foot dimension-plus 1/2 inch to minus 318 inch. 29 3) Greater than.3 foot dimension-plus 1 inch to minus 3/4 inch. 30 e. Relative alignment 31 1) Stairs 32 a) Difference in height between adjacent risers - 1/8 inch. 33 b) Difference in width between adjacent treads - 1/4 inch. 34 c) Maximum difference in height between risers in a flight of stairs- 318 35 inch. 36 d) Maximum difference in width between treads in a flight of stairs-318 37 inch. 38 2) Grooves 39 a) Specified width 2 inches or less - 118 inch. 40 b) Specified width between 2 inches and 12 inches- 114 inch. 41 3) Vertical alignment of outside corner of exposed corner columns and control 42 joint grooves in concrete exposed to view- 114 inch in 10 feet. 43 4) All other conditions - 3/8 inch in 10 feet. 44 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 45 as follows: 46 a. Class B, 114 inch for smooth-formed finished surfaces. 47 b. Class C, 112 inch for rough-formed finished surfaces. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 03 30 00-14 CAST-IN-PLACE CONCRETE Page 14 of 25 1 4. Construct forms tight enough to prevent loss of concrete mortar. 2 5. Fabricate forms for easy removal without hammering or prying against concrete 3 surfaces. Provide crush or wrecking plates where stripping may damage cast 4 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 5 horizontal to 1 vertical. 6 a. Install keyways, reglets, recesses, and the like, for easy removal. 7 b. Do not use rust-stained steel form-facing material. 8 6. Set edge forms, bulkheads, and intermediate screed strips for stabs to achieve 9 required elevations and slopes in finished concrete surfaces. Provide and secure 10 units to support screed strips; use strike-off templates or compacting-type screeds. 11 7. Construct formwork to cambers shown or specified on the Drawings to allow for 12 structural deflection of the hardened concrete. Provide additional elevation or 13 camber in formwork as required for anticipated formwork deflections due to weight 14 and pressures of concrete and construction loads. 15 8. Foundation Elements: Form the sides of all below grade portions of beams,pier 16 caps,walls, and columns straight and to the lines and grades specified. Do no earth 17 form foundation elements unless specifically indicated on the Drawings. 18 9. Provide temporary openings for cleanouts and inspection ports where interior area 19 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 20 securely braced to prevent loss of concrete mortar. Locate temporary openings in 21 forms at inconspicuous locations. 22 10. Chamfer exterior corners and edges of permanently exposed concrete. 23 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 24 bulkheads required in the Work. Determine sizes and locations from trades 25 providing such items. 26 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 27 sawdust, dirt, and other debris just before placing concrete. 28 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 29 leaks and maintain proper alignment. 30 14. Coat contact surfaces of forms with form-release agent, according to manufacturer's 31 written instructions, before placing reinforcement, anchoring devices, and 32 embedded items. 33 a. Do not apply form release agent where concrete surfaces are scheduled to 34 receive subsequent finishes which may be affected by agent. Soak contact 35 surfaces of untreated forms with clean water. Keep surfaces wet prior to placing 36 concrete. 37 B. Embedded Items 38 1. Place and secure anchorage devices and other embedded items required for 39 adjoining work that is attached to or supported by cast-in-place concrete. Use 40 setting drawings, templates, diagrams, instructions, and directions furnished with 41 items to be embedded. 42 a. Install anchor rods, accurately located, to elevations required and complying 43 with tolerances in AISC 303, Section.7.5. 44 1) Spacing within a bolt group: 118 inch 45 2) Location of bolt group (center): 1/2 inch CITY OF FORT WORTH WESTSIDE V—PART 1--ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-15 CAST-IN-PLACE CONCRETE Page 15 of 25 1 3) Rotation of bolt group: 5 degrees 2 4) Angle off vertical: 5 degrees 3 5) Bolt projection: +318 inch 4 b. Install reglets to receive waterproofing and to receive through-wall flashings in 5 outer face of concrete frame at exterior walls,where flashing is shown at lintels, 6 shelf angles, and other conditions. 7 C. Removing and Reusing Forms 8 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 9 compressive strength. 10 2. General: Formwork for sides of beams,walls, columns, and similar parts of the 11 Work that docs not support weight of concrete may be removed after cumulatively 12 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 13 concrete is hard enough to not be damaged by form-removal operations and curing 14 and protection operations are maintained. 15 a. Leave formwork for beam soffits,joists, slabs, and other structural elements 16 that supports weight of concrete in place until concrete has achieved at least 70 I7 percent of its 28-day design compressive strength. 18 b. Do not remove formwork supporting conventionally reinforced concrete until 19 concrete has attained 70 percent of its specified 28 day compressive strength as 20 established by tests of field cured cylinders. In the absence of cylinder tests, 21 supporting formwork shall remain in place until the concrete has cured at a 22 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 23 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 24 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum 25 listed time period. Formwork for 2-way conventionally reinforced slabs shall 26 remain in place for at least the minimum cumulative time periods specified for 27 1-way slabs of the same maximum span. 28 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 29 removal. Reshores shall remain until the concrete has attained the specified 28 30 day compressive strength. 31 d. Minimum cumulative curing times may be reduced by the use of high-early 32 strength cement or forming systems which allow form removal without 33 disturbing shores, but only after the Contractor has demonstrated to the 34 satisfaction of the Engineer that the early removal of forms will not cause 35 excessive sag, distortion or damage to the concrete elements. 36 e. Completely remove wood forms. Provide temporary openings if required. 37 £ Provide adequate methods of curing and thermal protection of exposed concrete 38 if forms are removed prior to completion of specified curing time. r 39 g. Reshore areas required to support construction loads in excess of 20 pounds per 40 square foot to properly distribute construction loading. Construction loads up to 41 the rated live load capacity may be placed on unshored construction provided 42 the concrete has attained the specified 28 day compressive strength. 43 h. Obtaining concrete compressive strength tests for the purposes of form removal 44 is the responsibility of the Contractor. 45 i. Remove forms only if shores have been arranged to permit removal of forms 46 without loosening or disturbing shores. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 033000-16 CAST-IN-PLACE CONCRETE Page 16 of 25 1 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 2 delaminated, or otherwise damaged form-facing material will not be acceptable for 3 exposed surfaces. Apply new form-release agent. 4 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to 5 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 6 exposed concrete surfaces unless approved by Engineer. 7 D. Shores and Reshores 8 1. The Contractor is solely responsible for proper shoring and reshoring. 9 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 10 and reshoring. I 1 a. Do not remove shoring or reshoring until measurement of slab tolerances is 12 complete. 13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 14 Locate and provide adequate reshoring to support construction without excessive 15 stress or deflection. 16 E. Steel Reinforcement 17 1. General: Comply with CRSI's "Manual of,Standard Practice" for placing 18 reinforcement. 19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 20 before placing concrete. 21 2. Clean reinforcement of loose rust and mill scale, earth,ice, and other foreign 22 materials that would reduce bond to concrete. 23 3. Accurately position, support, and secure reinforcement against displacement. 24 Locate and support reinforcement with bar supports to maintain minimum concrete 25 cover. Do not tack weld crossing reinforcing bars. 26 a. Weld reinforcing bars according to AWS DIA,where indicated. Only steel 27 conforming to ASTM A706 may be welded. 28 4. Installation tolerances 29 a. Top and bottom bars in slabs, girders, beams and joists: 30 1) Members 8 inches deep or less: X3/8 inch 31 2) Members more than 8 inches deep: ±1/2 inch 32 b. Concrete Cover to Formed or Finished Surfaces: ±3/8 inches for members 8 33 inches deep or less; +1/2 inches for members over 8 inches deep, except that 34 tolerance for cover shall not exceed 1/3 of the specified cover. 35 5. Concrete Cover 36 a. Reinforcing in structural elements deposited against the ground: 3 inches 37 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 38 c. Grade beams and exterior face of formed walls and columns exposed to 39 weather or in contact with the ground: 2 inches 40 d. Interior faces of walls: 1 inches 41 e. Slabs: 3/4 inches 42 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 43 with ACI 318 for minimum lap of spliced bars where not specified on the 44 documents. Do not lap splice no. 14 and 18 bars. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 033000-17 CAST-IN-PLACE CONCRETE Page 17 of 25 1 7. Field Welding of Embedded Metal Assemblies 2 a. Remove all paint and galvanizing in areas to receive field welds. 3 b. Field Prepare all areas where paint or galvanizing has been removed with the 4 specified paint or cold galvanizing compound, respectively. 5 F. Joints 6 1. General: Construct joints true to line with faces perpendicular to surface plane of 7 concrete. 8 2. Construction Joints: Install so strength and appearance of concrete are not 9 impaired, at locations indicated or as approved by Engineer. 10 a. Place joints perpendicular to main reinforcement. Continue reinforcement 11 across construction joints, unless otherwise indicated. Do not continue 12 reinforcement through sides of strip placements of floors and slabs. 13 b. Form keyed joints as indicated. Embed keys at least 1.1/2 inches into concrete. 14 c. Locate joints for beams, slabs,joists, and girders in the middle third of spans. 15 Offset joints in girders a minimum distance of twice the beam width from a 16 beam-girder intersection. 17 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 18 beams, and girders and at the top of footings or floor slabs. 19 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 20 with walls, near corners, and in concealed locations where possible. 21 f. Use a bonding agent at locations where fresh concrete is placed against 22 hardened or partially hardened concrete surfaces. 23 3. Doweled Joints: Install dowel bars and support assemblies at joints where 24 indicated. Lubricate or asphalt coat 1-112 of dowel length to prevent concrete 25 bonding to I side of joint. 26 G. Waterstops 27 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 28 form a continuous diaphragm. Install in longest lengths practicable. Support and 29 protect exposed waterstops during progress of the Work. Field fabricate joints in 30 Waterstops according to manufacturer's written instructions. 31 2. Self-Expanding Strip Waterstops: Install in construction joints and at other 32 locations indicated, according to manufacturer's written instructions, adhesive 33 bonding, mechanically fastening, and firmly pressing into place. Install in longest 34 lengths practicable. 35 H. Adhesive Anchors 36 1. Comply with the manufacturer's installation instructions on the hole diameter and 37 depth required to fully develop the tensile strength of the adhesive anchor or 38 reinforcing bar. 39 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 40 loose material from the hole,prior to installing adhesive material. 41 1. Concrete Placement 42 1. Before placing concrete,verify that installation of formwork, reinforcement, and 43 embedded items is complete and that required inspections have been performed. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 03 30 00-18 CAST-IN-PLACE CONCRETE Page 18 of 25 1 2. Do not add water to concrete during delivery, at Project site, or during placement 2 unless approved by Engineer. 3 3. Before test sampling and placing concrete, water may be added at Project site, 4 subject to limitations of ACI 301. 5 a. Do not add water to concrete after adding high-range water-reducing 6 admixtures to mixture. 7 b. Do not exceed the maximum specified water/cement ratio for the mix. 8 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness 9 that no new concrete will be placed on concrete that has hardened enough to cause 10 seams or planes of weakness. If a section cannot be placed continuously,provide 1 I construction joints as indicated. Deposit concrete to avoid segregation. 12 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 13 pressures, 15 feet maximum and in a manner to avoid inclined.construction 14 joints. 15 b. Consolidate placed concrete with mechanical vibrating equipment according to 16 ACI 301. 17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 19 layer and at least 6 inches into preceding layer. Do not insert vibrators into 20 lower layers of concrete that have begun to lose plasticity. At each insertion, 21 limit duration of vibration to time necessary to consolidate concrete and 22 complete embedment of reinforcement and other embedded items without 23 causing mixture constituents to segregate. 24 d. Do not permit concrete to drop freely any distance greater than 10 feet for 25 concrete containing a high range water reducing admixture(superplasticizer) or 26 5 feet for other concrete. Provide chute or tremie to place concrete where longer 27 drops are necessary. Do not place concrete into excavations with standing water. 28 If place of deposit cannot be pumped dry,pour concrete through a tremie with 29 its outlet near the bottom of the place of deposit. 30 e. Discard pump priming grout and do not use in the structure. 31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 32 within limits of construction joints,until placement of a panel or section is 33 complete. 34 a. Consolidate concrete during placement operations so concrete is thoroughly 35 worked around reinforcement and other embedded items and into corners. 36 b. Maintain reinforcement in position on chairs during concrete placement. 37 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 38 d. Slope surfaces uniformly to drains where required. 39 e. Begin initial floating using bull floats or darbies to form a uniform and open- 40 textured surface plane, before excess bleedwater appears on the surface. Do not 41 further disturb slab surfaces before starting finishing operations. 42 6. Cold-Weather Placement; Comply with ACI 306.1 and as follows. Protect 43 concrete work from physical damage or reduced strength that could be caused by 44 frost, freezing actions, or low temperatures. 45 a. When average high and low temperature is expected to fall below 40 46 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 47 temperature within the temperature range required by ACI 301. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-19 CAST-IN-PLACE CONCRETE Page 19 of 25 1 b. Do not use frozen materials or materials containing ice or snow. Do not place 2 concrete on frozen subgrade or on subgrade containing frozen materials. 3 c. Do not use calcium chloride, salt, or other materials containing antifreeze 4 agents or chemical accelerators unless otherwise specified and approved in 5 mixture designs. 6 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows: 7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 8 placement. Chilled mixing water or chopped ice may be used to control 9 temperature,provided water equivalent of ice is calculated to total amount of I0 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 11 b. Fog-spray forms, steel reinforcement, and subgradc just before placing 12 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 13 dry areas. 14 J. Finishing Formed Surfaces 15 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material 16 with tie holes and defects repaired and patched. Remove fins and other projections 17 that exceed specified limits on formed-surface irregularities. 18 a. Apply to concrete surfaces not exposed to public view. 19 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 21 texture matching adjacent formed surfaces. Continue final surface treatment of 22 formed surfaces uniformly across adjacent unformed surfaces,unless otherwise 23 indicated. 24 K. Miscellaneous Concrete Itemms 25 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 26 indicated, after work of other trades is in place. Mix,place, and cure concrete, as 27 specified, to blend with in-place construction. Provide other miscellaneous 28 concrete filling indicated or required to complete the Work. 29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 30 concrete is still green and by steel-troweling surfaces to a hard, dense finish with 31 corners, intersections, and terminations slightly rounded. 32 3. Equipment Bases and Foundations: Provide machine and equipment bases and 33 foundations as shown on Drawings. Set anchor bolts for machines and equipment 34 at correct elevations, complying with diagrams or templates from manufacturer 35 furnishing machines and equipment. 36 a. Housekeeping pads:Normal weight concrete(3000 psi),reinforced with 37 #3@16 inches on center set at middepth of pad. Trowel concrete to a dense, 38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 39 during pouring of concrete fill. 40 4. Protective slabs ("Mud slabs"):Normal weight concrete(2500 psi minimum)with a 41 minimum thickness of 3-112 inches. Finish slab to a wood float finish. 42 L. Concrete Protecting and Curing 43 1, General: Protect freshly placed concrete from premature drying and excessive cold 44 or hot temperatures. Comply with ACI 3061 for cold-weather protection and 45 ACI 305.1 for hot-weather protection during curing. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-20 CAST-IN-PLACE CONCRETE Page 20 of 25 1 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 2 supported slabs, and other similar surfaces. If forms remain during curing period, 3 moist cure after loosening forms. If removing forms before end of curing period, 4 continue curing for the remainder of the curing period. 5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 6 unformed surfaces, including floors and slabs, concrete floor toppings, and other 7 surfaces. 8 4. Cure concrete according to ACI 308.1, by I or a combination of the following 9 methods: 10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 11 with the following materials: 12 1) Water 13 2) Continuous water-fog spray 14 3) Absorptive cover, water saturated, and kept continuously wet. Cover 15 concrete surfaces and edges with 12-inch lap over adjacent absorptive covers 16 b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- 17 retaining cover for curing concrete,placed in widest practicable width, with 18 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 19 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 20 during curing period using cover material and waterproof tape. 21 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 22 receive floor coverings. 23 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 24 receive penetrating liquid floor treatments. 25 3) Cure concrete surfaces to receive floor coverings with either a moisture- 26 retaining cover or a curing compound that the manufacturer certifies will not 27 interfere with bonding of floor covering used on Project. 28 c. Curing Compound: Apply uniformly in continuous operation by power spray 29 or roller according to manufacturer's written instructions. Recoat areas 30 subjected to heavy rainfall within 3 hours after initial application. Maintain 31 continuity of coating and repair damage during curing period. 32 3.5 REPAIR 33 A. Concrete Surface Repairs 34 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 35 Remove and replace concrete that cannot be repaired and patched to Engineer's 36 approval. 37 2. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland 38 cement to 2-112 parts fine aggregate passing a No. 16 sieve,using only enough 39 water for handling and placing. 40 3. Repairing Formed Surfaces: Surface defects include color and texture 41 irregularities, cracks, spalls, air bubbles, honeycombs, rack pockets, fins and other 42 projections on the surface, and stains and other discolorations that cannot be 43 removed by cleaning. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 03 30 00-21 CAST-IN-PLACE CONCRETE Page 21 of25 1 a. Immediately after form removal, cut-out honeycombs,rock pockets, and voids 2 more than 112 inch in any dimension in solid concrete, but not less than 1 inch in 3 depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 4 with water, and brush-coat holes and voids with bonding agent. Fill and 5 compact with patching mortar before bonding agent has dried. Fill form-tic 6 voids with patching mortar or cone plugs secured in place with bonding agent. 7 b. Repair defects on surfaces exposed to view by blending white portland cement g and standard portland cement so that, when dry,patching mortar will match 9 surrounding color. Patch a test area at inconspicuous locations to verify mixture 10 and color match before proceeding with patching. Compact mortar in place and 11 strike off slightly higher than surrounding surface. 12 c. Repair defects on concealed formed surfaces that affect concrete's durability 13 and structural performance as determined by Engineer. 14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 15 for finish and verify surface tolerances specified for each surface. Correct low and 16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 17 a sloped template. 18 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 19 outs, honeycombs,rock pockets, crazing and cracks in excess of 0.01 inch wide 20 or that penetrate to reinforcement or completely through unreinforced sections 21 regardless of width, and other objectionable conditions. 22 b. After concrete bas cured at least 14 days, correct high areas by grinding. 23 c. Correct localized low areas during or immediately after completing surface 24 finishing operations by cutting out low areas and replacing with patching mortar. 25 Finish repaired areas to blend into adjacent concrete. 26 d. Repair defective areas, except random cracks and single holes 1 inch or less in 27 diameter, by cutting out and replacing with fresh concrete. Remove defective 28 areas with clean, square cuts and expose steel reinforcement with at least a 314- 29 inch clearance all around. Dampen concrete surfaces in contact with patching 30 concrete and apply bonding agent. Mix patching concrete of same materials and 31 mixture as original concrete except without coarse aggregate. PIace, compact, 32 and finish to blend with adjacent finished concrete. Cure in same manner as 33 adjacent concrete. 34 e. Repair random cracks and single holes 1 inch or less in diameter with patching 35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 36 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 37 bonding agent. Place patching mortar before bonding agent has dried. Compact 38 patching mortar and finish to match adjacent concrete. Keep patched area 39 continuously moist for at least 72 hours. 40 5. Perform structural repairs of concrete, subject to Engineer's approval,using epoxy 41 adhesive and patching mortar. 42 6. Repair materials and installation not specified above may be used, subject to 43 Engineer's approval. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-22 CAST-IN--PLACE CONCRETF Page 22 of 25 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD QUALITY CONTROL 3 A. Testing and Inspecting: City e inspI -Provide a qualified 4 testing and inspecting agency to perform field tests and inspections and prepare test 5 reports. 6 B. Inspections 7 1. Steel reinforcement placement 8 2. Headed bolts and studs 9 3. Verification of use of required design mixture 10 4. Concrete placement, including conveying and depositing 11 5. Curing procedures and maintenance of curing temperature 12 6. Verification of concrete strength before removal of shores and forms from beams 13 and slabs 14 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 15 according to ASTM C 172 according to the following requirements: 16 1. Testing Frequency: Obtain I composite sample for each day's pour of each 17 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard,plus 1 set for 18 each additional 50 cubic yard or fraction thereof. 19 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 20 not less than I test for each day's pour of each concrete mixture. Perform additional 21 tests when concrete consistency appears to change. 22 3. Air Content: ASTM C231,pressure method, for normal-weight concrete; 1 test for 23 each composite sample, but not less than I test for each day's pour of each concrete 24 mixture. 25 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 26 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 27 test for each composite sample. 28 5. Compression Test Specimens: ASTM C31. 29 a. Cast and laboratory cure 4 cylinders for each composite sample. 30 1) Do not transport field cast cylinders until they have cured for a 31 minimum of 24 hours. 32 6. Compressive-Strength Tests: ASTM C39; 33 a. Test 1 cylinder at 7 days. 34 b. Test 2 cylinders at 28 days. 35 c. Hold I cylinder for testing at 56 days as needed. 36 7. When strength of field-cured cylinders is less than 85 percent of companion 37 laboratory-cured cylinders, evaluate operations and provide corrective procedures 38 for protecting and curing in-place concrete. 39 8. Strength of each concrete mixture will be satisfactory if every average of any 3 40 consecutive compressive-strength tests equals or exceeds specified compressive 41 strength and no compressive-strength test value falls below specified compressive 42 strength by more than 500 psi. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 033000-23 CAST 1N-PLACE CONCRETE Page 23 of 25 1 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor 2 within 48 hours of testing. Reports of compressive-strength tests shall contain 3 Project identification name and number, date of concrete placement, name of 4 concrete testing and inspecting agency, location of concrete batch in Work, design 5 compressive strength at 28 days, concrete mixture proportions and materials, 6 compressive breaking strength, and type of break for both 7-and 28-day tests. 7 10. Additional Tests: Testing and inspecting agency shall make additional tests of 8 concrete when test results indicate that slump, air entrainment, compressive 9 strengths, or other requirements have not been met, as directed by Engineer. 10 Testing and inspecting agency may conduct tests to determine adequacy of concrete 11 by cored cylinders complying with ASTM C42 or by other methods as directed by 12 Engineer. 13 a. When the strength level of the concrete for any portion of the structure, as 14 indicated by cylinder tests, falls below the specified requirements,provide 15 improved curing conditions and/or adjustments to the mix design as required to 16 obtain the required strength. If the average strength of the laboratory control 17 cylinders falls so low as to be deemed unacceptable, follow the core test 18 procedure set forth in ACI 301,Chapter 17. Locations of core tests shall be 19 approved by the Engineer. Core sampling and testing shall be at Contractors 20 expense. 21 b. If the results of the core tests indicate that the strength of the structure is 22 inadequate, any replacement, load testing, or strengthening as may be ordered by 23 the Engineer shall be provided by the Contractor without cost to the City. 24 11. Additional testing and inspecting, at Contractor's expense, will be performed to 25 determine compliance of replaced or additional work with specified requirements. 26 12. Correct deficiencies in the Work that test reports and inspections indicate does not 27 comply with the Contract Documents, 28 D. Measure floor and slab flatness and levelness according to ASTM E1155 within 48 29 hours of finishing. 30 E. Concrete Finish Measurement and Tolerances 31 1. All floors are subject to measurement for flatness and levelness and comply with 32 the following: 33 a. Slabs shall be flat within a tolerance of 5116 inches in 10 feet when tested with 34 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 35 both directions, lapping straightedge 3 feet on areas previously checked. Low 36 spots shall not exceed the above dimension anywhere along the straightedge. 37 Flatness shall be checked the next work day after finishing. 38 b. Slabs shall be level within a tolerance of± 114 inch in 10 feet, not to exceed 3/4 39 inches total variation, anywhere on the floor, from elevations indicated on the 40 Drawings. Levelness shall be checked on a 10 foot grid using a level after 41 removal of forms. 42 c. Measurement Standard: All floors are subject to measurement for flatness and 43 levelness, according to ASTM E1155. 44 2. 2 Tiered Measurement Standard 45 a. Each floor test section and the overall floor area shall conform to the 2-tiered 46 measurement standard as specified herein. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 033000-24 CAST-IN-PLACE CONCRETE Page 24 of 25 1 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 2 solute minimum surface profile that will be acceptable for any 1 test sample 3 (line of measurements) anywhere within the test area. 4 2) Specified Overall Value: The specified overall FF/FL values represent the 5 minimum values acceptable for individual floor sections as well as the floor 6 as a whole. 7 3. Floor Test Sections 8 a. A floor test section is defined as the smaller of the following areas: 9 1) The area bounded by column and/or wall lines 10 2) The area bounded by construction and/or control joint lines it 3) Any combination of column lines and/or control joint lines 12 b. Test sample measurement lines within each test section shall be 13 multidirectional along 2 orthogonal lines, as defined by ASTM E1155, at a 14 spacing to be determined by the City 15 c. The precise layout of each test section shall be determined by the City, the 16 17 4. Concrete Floor Finish Tolerance 18 a. The following values apply before removal of shores. Levelness values (FL) do 19 not apply to intentionally sloped or cambered areas, nor to slabs poured on metal 20 deck or precast concrete. 21 1) Slabs 22 Overall Value FF45/FL30 23 Minimum Local Value FF30/FL20 24 5. Floor Elevation Tolerance Envelope 25 a. The acceptable tolerance envelope for absolute elevation of any point on the 26 slab surface, with respect to the elevation shown on the Drawings, is as follows: 27 1) Slab-on-Grade Construction:zL 3/4 inch 28 2) Top surfaces of formed slabs measured prior to removal of supporting 29 shores: _L 3/4 inch 30 3) Top surfaces of all other slabs: ±3/4 inch 31 4) Slabs specified to slope shall have a tolerance from the specified slope of 32 3/8 inch in 10 feet at any point, up to 3/4 inch from theoretical elevation at any 33 point. 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING 37 A. Defective Work 38 1. Imperfect or damaged work or any material damaged or determined to be defective 39 before final completion and acceptance of the entire job shall be satisfactorily re- 40 placed at the Contractor's expense, and in conformity with all of the requirements of 41 the Drawings and Specifications. 42 2. Perform removal and replacement of concrete work in such manner as not to impair 43 the appearance or strength of the structure in any way. 44 B. Cleaning CTTY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 033000-25 CAST-IN-PLACE CONCRETE Page 25 of 25 1 1. Upon completion of the work remove from the site all forms, equipment,protective 2 coverings and any rubbish resulting therefrom. 3 2. After sweeping floors, wash floors with clean water. 4 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED] 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble, 12/20/2012 D. Johnson chloride-ion content 3 A.C.1 —Changed 75%to 70% 11 CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 08 11 19-1 STEEL DOORS AND FRAMES Pagel of6 1 SECTION 08 1119 2 STEEL DOORS AND FRAMES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Hollow metal doors and frames. 7 B. Related Specification Sections include but are not necessarily limited to 8 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the 9 Contract. 10 2, Division I - General Requirements. 11 3. Section 08 71 10 Finish Hardware: Hardware Locations. 12 4. Section 09 9100—Painting. 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this item shall be lump sum. 17 2. Payment 18 a. The work performed and materials furnished in accordance with the Item and 19 measured as provided under"Measurement"are included in the total lump sum 20 price. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. American Society for Testing and Materials (ASTM): 24 a. ASTM A 366- Specification for Steel, Sheet, Carbon, Cold-rolled Sheet, 25 Commercial Quality. 26 2. National Fire Protection Association(NFPA): 27 a. NEPA 80-1983 Standard for Fire Doors and Windows 28 b. NFPA 252,Fire Tests of Door Assemblies 29 3. Steel Door Institute(SDI): 30 a. SDI-100 -Recommended Specification for Standard Steel Doors and Frames 31 b. SDI-105 -Recommended Erection Instructions for Steel Frames 32 c. SDI-107 -Hardware for Steel Doors (Reinforcement-Application). 33 4. Underwriters Laboratories, Inc. (UL): 34 a. Building Materials List January 1990 35 b. UL 10B-Fire Tests of Door Assemblies 36 5. Door Hardware Institute(DHT): 37 a. The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel 38 Doors in Wood Frames and Builder's Hardware. CITY OF FORT WORTH WESTSME V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 08 11 19-2 STEEL DOORS AND FRAMES Page 2 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All ,submittals shall be approved by the City prior to manufacture or delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Door Size 8 2. Constriction 9 3. Frame Type 10 4. Wall Anchors 11 5. Accessories required for Installation 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Qualifications 16 1. Manufacturers 17 a. Company specializing in manufacturing the Products specified in this section 18 with minimum three years documented experience. 19 2. Provide steel doors and frames complying with the Steel Door Institute SDI-100 20 and as herein specified. 21 3. Doors and frames required by schedule to be labeled shall be manufactured in 22 accordance with specifications and procedures for doors and frames tested and rated 23 by Underwriter's Laboratories, Inc. Metal UL classification markers shall be 24 attached to these doors and frames. 25 4. Conform to requirements of SDI-100. 26 5. Installed firame and door assembly to conform to UL 10B for fire rated class 27 indicated or scheduled. 28 1.10 DELIVERY,STORAGE, AND HANDLING 29 A. Delivery and Acceptance Requirements 30 1. Deliver metal doors and frames to the project site with no dents or open seams. 31 B. Storage and Handling Requirements 32 1. Store upright in a protected dry area. 33 2. Provide packaging and wrapping to protect hollow metal items. 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY 36 A. Manufacturer Warranty 37 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 08 11 19--3 STEEL DOORS AND FRAMES Page of 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES ,AND MATERIALS 4 A. Manufacturers 5 1. Manufacturer List 6 a. Ceco Corp., Door Div. 7 b. Curries Mfg., Inc. 8 c. Fenestra Corp. 9 d. Mesker Industries, Inc. 10 e. Republic Builders Products Corp. 11 f Steelcraft by American-Standard 12 B. Description 13 1. Conform to applicable local building codes for fire rated requirements of metal 14 door/metal frame and wood door/metal frame assemblies. 15 2, Fire Rated Door and Panel Construction: Conform to NFPA 252 or L1L 1013, 16 C. Materials 17 1. Sheet and Strip: ASTM A 366, commercial quality, leveled, cold-rolled steel free 18 of scale and other surface defects. 19 D. Fabrication 20 1. Factory Assembly 21 2. Shop Fabrication 22 a. Flush Steel Doors: Full flush type of welded seamless construction with no 23 visible seams or joints on faces or vertical edges. 24 1) Face sheets of 18 gage steel reinforced, stiffened and sound-deadened by 25 laminating to small cell impregnated kraft honeycomb core completely 26 filling the door or by formed steel vertical stiffeners spaced 6"o.c. and 27 attached to face sheets by spot welds and with the spaces between stiffeners 28 filled with inorganic blanket insulation material. 29 2) Continuous vertical interlocking joints on lock and hinge edges with seams 30 continuously welded, filled and dressed smooth. Bevel vertical edges. 31 3) Top and bottom edges closed with continuous recessed steel channels spot 32 welded to both faces. Top edge of exterior doors scaled flush with closing 33 channel to exclude water. 34 4) Fixed glass moldings welded to security side of door. Loose moldings of 35 20 gage steel fastened with countersunk flat head screws. Fabricate steps to 36 receive vinyl gaskets. 37 5) Overlapping steel astragals for pairs of labeled doors as required by 38 manufacturer to meet codes. 39 6) Louvers: Provide factory installed, inverted"V"or"Y"sight proof type 40 fixed louvers. Louver blades shall be 18 gage and frame shall be 18 gage 41 welded construction. 42 b. Steel Frames: Combination buck, frame and trim type of 16 gage steel for 43 interior frames and 14 gage steel for exterior frames. Provide frames with face 44 width, throat opening, backbend and jamb depth as per dimensions shown. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 08 11 19-4 STEEL DOORS AND FRAMES Page 4 of 6 1 1) Brake-form to profile free of warp, buckles and fractures with corners 2 square and sharp. Form stop integral with frame except where detailed 3 otherwise. Dress sheared edges straight and smooth. 4 2) Close corner joints tight with trim faces mitered and continuously welded. 5 Dress exposed welds flush and smooth. 6 3) Fabricate frames for large openings in knocked-down sections for field 7 assembly with butt joints and internal reinforcing sleeves. Knocked-down 8 frame assemblies shall be trial assembled in the shop. 9 4) Loose glazing stops shall be 16 gage steel, mitered corners, fastened with 10 countersunk flathead screws. Fabricate stops to receive vinyl gaskets. 11 5) Weld 14 gage steel floor anchors inside each jamb with two holes each 12 anchor for floor anchor bolts. 13 6) Furnish frames with steel spreader temporarily fastened to the feet of both 14 jambs for rigidity during shipping and handling. 15 7) For each jamb in masonry construction provide 3 or more 16 gage 16 adjustable jamb anchors of the T-strap type spaced not more than 30"apart. 17 Furnish yoke type Underwriters anchors for labeled door openings only. 18 8) For cacti jamb in steel stud construction provide 4 or more 18 gage drywall 19 type jamb anchors. Weld anchors inside eaeh jamb and wire or bolt to the 20 studs. 21 c. Fabricate frames and doors with hardware reinforcement plates welded in place. 22 Provide mortar guard boxes. 23 d. Reinforce frames wider than 48"with roll formed steel channels fitted tightly 24 into frame head, flush with top. 25 e. Prepare frame for silencers. Provide three single rubber silencers for single 26 doors and mullions of double doors on strike side, and two single silencers on 27 frame head at double doors without mullions. 28 f Attach fire rated label to each frame and door unit. 29 g. Close top edge of exterior door flush with inverted steel channel closure. Seal 30 joints watertight. 31 h. Fabricate frames for masonry wall coursing with 2" head member. 32 E. Hardware Preparation 33 1) Prepare doors and door frames for hardware. Mortising, reinforcing, 34 drilling, and tapping shall be done at the factory for mortised hardware. 35 Reinforcement shall be provided for surface-applied hardware, and the 36 drilling and tapping for this hardware shall be done in the field. Provide 37 plaster guards for hinge and strike reinforcements and cutouts on frames. 38 2) Reinforcement plates in doors and frames for hardware shall be 7 gage for 39 hinges and 12 gage for all other hardware. 40 3) Punch for and install rubber silencers on all interior hollow metal door 41 frames. Furnish 3 silencers for each single door and 2 silencers for each 42 pair of doors. Set out and adjust strikes to provide clearance for the 43 silencers. Omit silencers on exterior door frames. 44 F. Finishes 45 1. Primer Materials 46 2. Finish Materials 47 3. Shop Finishing Methods CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 08 11 19-5 STEEL DOORS AND FRAMES Pages of6 1 a. After fabrication., doors and frames shall be degreased,phosphatized and 2 factory painted inside and out with a Inst inhibitive synthetic primer. Apply 3 mineral filler to eliminate weld scars and other blemishes. 4 G. Clearances 5 1. Doors shall have pre-fit clearances of. 6 a. At Head and Lock Stile: 1/8". 7 b. At Hinge Stile: 1/16". 8 c. At Door Sill: 9 1) Without Threshold: 118"from bottom of door to top of decorative floor 10 finish or covering. 11 2) With Threshold: 118"from bottom of door to top of threshold. 12 d. Between meeting edges of pair of doors: 118". 13 2. Fitting Clearances for Fire-Rated Door; Comply with NFPA 80. Bevel fire-rated 14 doors 118" in 2"in lock edge. 15 2.3 ACCESSORIES 16 A. Rubber Silencers: Resilient rubber. 17 B. Anchors: three per jamb, typically, of type to suit supportive construction. 18 2.4 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION 22 A. Verification of Conditions 23 1. Verify that opening sizes and tolerances are acceptable. 24 2. Verify surfaces and conditions are ready to receive work of this section. Notify 25 Engineer of any existing conditions which will adversely affect execution. 26 Beginning of execution will constitute acceptance of existing conditions. 27 3.3 PREPARATION [NOT USED] 28 3.4 INSTALLATION 29 A. Install frames in accordance with SCI-105. 30 B. Install doors in accordance with DHI. 31 C. Install fire-rated frames and place fire-rated doors in accordance with NFPA 80, 32 D. Coordinate with masonry and wallboard construction for anchor placement. 33 E. Coordinate installation of glass and glazing. 34 F. Install doors accurately in frames, maintaining specified clearances. 35 G_ Setting Frames: 36 1. Check frames for rack, twist and out-of-square, and correct. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 08 11 19-6 STEEL DOORS AND FRAMES Page 6 of 6 1 2. Set frames accurately to maintain scheduled dimensions, hold head level and 2 maintain jambs plumb and square. 3 3. Anchor frames securely to adjacent construction. Anchor to floor at each jamb with 4 two bolts to prevent twist. 5 4. Leave spreader bars in place until frames have been permanently built into the 6 walls, 7 5. Install fire-rated frames in accordance with NFPA 80. 8 H. Hanging Doors: 9 1. Fit and hang the doors to maintain specified door clearances. Metal hinge shims are 10 acceptable to maintain clearances. 11 2. Doors shall operate smoothly and quietly after adjustment. 12 3. Place fire-rated doors with clearances as specified in NFPA 80. 13 I. Tolerances 14 1. Maximum.Diagonal Distortion: 118"measured with straightedge, corner to corner. 15 3.5 [REPAIR] 1 [RESTORATION] [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 311 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS--WATER FACILITY PROJECT City Project No. 100378 July 2017 083323-1 OVERHEAD COILING DOORS Page I of 1 SECTION 08 33 23 2 OVERHEAD COILING DOORS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Overhead coiling door, insulation, and hardware 7 B. Related Specification Sections include but are not necessarily limited to 8 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the 9 Contract. 10 2. Division 1 - General Requirements. 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Measurement 14 a. Measurement for this item shall be lump sum. 15 2. Payment 16 a. The work performed and materials furnished in accordance with this Item and 17 measured as provided under"Measurement"are included in the total lump sum 18 price. 19 1.3 REFERENCES 20 A. Abbreviations and Acronyms 21 B. Definitions 22 C. Reference Standards 23 1. Reference standards cited in this specification refer to the current reference standard 24 published at the time of the latest revision date logged at the end of this 25 specification, unless a date is specifically cited. 26 2. American Society for Testing and Materials (ASTM): 27 3. International Building Code and associated standards, 2015 Edition including all 28 amendments, referred to herein as Building Code. 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to manufacture or delivery- 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Manufacturers Installation instructions 36 2. Operating and Maintenance Instructions CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROTECT City Project No.100378 July 2017 083323-2 OVERHEAD COILING DOORS Page 2 of 4 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Installers 6 a. Engage an experienced installer who is an authorized representative of the 7 overhead coiling door manufacturer for both installation and maintenance of 8 units. 9 B. his erts and Anchorages 10 1. Furnish inserts and anchoring devices which must be built into construction for 1 I installation of units. Provide setting drawings, templates, instructions and directions 12 for installation of anchorage devices. 13 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 18 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 19 A. Manufacturers 20 1. Provide overhead coiling doors as manufactured by one of the following: 21 2, The Cookson Co. 22 3. Cornell Iron Works, Inc. 23 4. Mahon Door Corp. 24 5. Overhead Door Corp. 25 6. J.G. Wilson Corp. 26 7. Raynor Garage Doors 27 8. Southwestern Steel Rolling Door Co. 28 B. Performance/Design Criteria 29 1. Wind Loading 30 a. Design and reinforce overhead coiling doors to withstand a 22 lbs. per sq. ft. 31 wind loading pressure, acting inward and outward. 32 C. Operation 33 1. Door Operators 34 a. Door shall be provided with manual operating mechanism with pulley system 35 as recommended by door manufacturer. 36 D. Materials 37 1. Curtain Materials and Construction CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 083323-3 OVERHEAD COILING DOORS Page 3 of 1 a. Door Curtain 2 1) Fabricate of interlocking slats of continuous length for width of door 3 without splices. Fabricate of structural quality, cold----rolled galvanized 4 steel sheets complying with ASTM A 446, Grade A,with G90 zinc coating, 5 complying with ASTM A 525, and phosphate treated before fabrication. 6 b. Insulation 7 1) Fill slat with manufacturer's standard rigid cellular polystyrene or 8 polyurethane-foam-type thermal insulation complying with maximum 9 flame—spread and smoke-developed indices of 75 and 450, respectively, I0 according to ASTM E 84. Enclose insulation completely within metal slat 11 faces. 12 c. Endlocks 13 1) Malleable iron castings galvanized after fabrication, secured to curtain.slats 14 with galvanized rivets. Provide locks on alternate curtain slats. 15 d. WindIocks 16 1) Malleable-iron castings secured to curtain slats with galvanized rivets or 17 high-strength nylon, as required to comply with wind load. 18 e. Bottom bar shall consist of 2 galvanized steel angles, each not less than 1"x 1" 19 x 118"thick, with replaceable gasket of flexible vinyl or neoprene between 20 angles as a weather seal. Equip bottom bar with sensor edge. 21 f Curtain.Iamb Guides 22 1) Fabricate curtain jamb guides of steel angles, or channels and angles with 23 sufficient depth and strength to retain curtain loading. Build-up units with 24 minimum 3116"thick steel sections, galvanized after fabrication. 25 g. Weather Seals 26 1) Provide vinyl or neoprene weatherstripping. At door heads,use 118" thick 27 continuous sheet secured to inside of curtain coil hood. At door jambs,use 28 118"thick continuous strip secured to interior and to exterior side of jamb 29 guides. 30 h. Locking 31 1) Provide manufacturer's standard slide bolt, designed to receive padlock. 32 2. Counterbalancing Mechanism 33 a. Counterbalance doors by means of adjustable steel helical torsion spring, 34 mounted around a steel shaft and mounted in a spring barrel and connected to 35 door curtain with required barrel rings. Use grease-sealed bearings or self- 36 lubricating graphite bearings for rotating members. 37 b. Counterbalance Barrel 38 1) Fabricate spring barrel of hot formed structural quality carbon steel, 39 welded or seamless pipe, of sufficient diameter and wall thickness to 40 support roll-up of curtain without distortion of slats and limit barrel 41 deflection to not more than 0.03"per ft. of span under full load. Provide 42 spring balance of one or more oil-tempered, heat—treated steel helical 43 torsion springs. Provide cast steel barrel plugs to secure ends of springs to 44 barrel and shaft. 45 c. Brackets 46 1) Provide mounting brackets of manufacturer's standard design, either cast 47 iron or coldrolled steel plate with bell mouth guide groove for curtain. 48 d. Hood CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 083323-4 OVERHEAD COILING DOORS Page 4 o£4 1 1) Form to entirely enclose coiled curtain and operating mechanism at opening 2 head. Provide closed ends and intermediate support brackets as required to 3 prevent sag. Fabricate hoods of 24 gage minimum hot-dip galvanized steel 4 sheet with G90 zinc coating, complying with ASTM A 525.Phosphate treat 5 before fabrication. 6 E. Finishes 7 1. Painting 8 a. Shop clean and prime ferrous metal and galvanized surfaces, exposed and 9 unexposed, except fraying and lubricated surfaces, with door manufacturer's 10 standard rust inhibitive primer. I1 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 INSTALLATION 18 A. Install door and operating equipment complete with necessary hardware,jamb, and 19 head mold strips, anchors, inserts, hangers, and equipment supports in accordance with 20 manufacturer's instrLictions and recommendations. 21 B. Upon completion of installation including work by other trades, lubricate, test and 22 adjust doors to operate easily, free from warp, and twist of distortion. 23 3.5-3.14 [NOT USED] 24 END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 087110-1 FINISH HARDWARE Page I of 5 1 SECTION 08 7110 2 FINISH HARDWARE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A.Section Includes 6 1. Hardware to fully equip doors throughout the project. 7 B.Related,Specification Sections include but are not necessarily limited to 8 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 9 Contract. 10 2. Division 1 - General Requirements. 11 3. Section 08 11 19—Steel Doors and Frames 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A.Measurement and Payment 14 1. Measurement 15 a. Measurement for this item shall be lump sum. 16 2. Payment 17 a. The work performed and materials furnished in accordance with the Item and 18 pleasured as provided under"Measurement"are included in the total lump sum 19 price. 20 1.3 REFERENCES 21 A.Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. National Fire Protection Association(NFPA): 26 a. NFPA 80-1983 Standard for Fire Doors and Windows. 27 3. Texas Civil Statutes: 28 a. Article 9102, Texas Revised Civil Statutes, The Elimination of Architectural 29 Barriers, Effective June 21, 1989. 30 4. Underwriters Laboratories, Inc. (ITL): 31 a. Building Materials List January 1992. 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 35 A.Shop Drawings 36 1, Hardware Schedule CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 0871 10-2 FINISH HARDWARE Page 2 of 5 1 a. Hardware schedule shall be in the vertical format as outlined by the Door and 2 Hardware Institute. Schedule items required for the entire project. Include a 3 picture or catalog cut of each item and list the finish. Provide manufacturer's 4 installation instructions for closers. 5 2. Templates 6 a. Upon receipt of reviewed hardware schedule,provide one copy of reviewed 7 schedule with templates to each fabricator of doors and frames and other work 8 effected by the hardware. 9 3. Accessibility Standards 10 a. Submit a letter verifying that the hardware submitted is in conformance with 11 Article 9102, Texas Civil Statutes, Elimination of Architectural Barriers Act of 12 Texas. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A.Certifications 17 1. Underwriter's Laboratories Requirements 18 a. Hardware for opening classes as requiring a UL label in the door schedule, or by 19 code, shall be furnished and installed to meet the applicable requirements of 20 NFPA 80. Hardware for fire doors shall be UL listed for usage with types and 21 sizes of fire doors specified and scheduled. 22 1.10 DELIVERY, STORAGE,AND HANDLING 23 A.Material shall be delivered to project site in a timely manner as not to impede job 24 progress. Factory drop shipments will not be accepted. Material must be marked with 25 manufacturer's name, number, finish, door number and hardware set number. 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 A.Manufacturer Warranty 29 1. Door closers shall carry a published ten-year limited factory warranty against 30 defects in workmanship and operation. 31 2. Door Push and Pull Bars shall carry a published two-year factory warranty against 32 defects in material and workmanship. 33 3. Exit devices shall carry a published three-year limited factory warranty against 34 defects in workmanship and operation. 35 PART 2 - PRODUCTS 36 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A.Manufacturers 39 1. Butts and Hinges Manufacturer List CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 0871 10-3 FINISH HARDWARE Page 3 of 5 1 a. Hager Hinge Co. 2 b. Lawrence Brothers 3 c. McKinney Mfg. 4 d. H. Soss&Co. 5 e. Stanley Hardware, Division of The Stanley Works 6 2. Door Stops Manufacturer List 7 a. Accent Div. Hager Hinge Co. 8 b. Baldwin Hardware Corp. 9 c. Brookline by Yale Security, Inc. 10 d. H.B. Ives 11 e. Quality Hardware Mfg. Co., Inc. 12 f. Trimco Builders Hardware 13 3. Substitution Limitations 14 a. Only those products listed will be accepted. NO SUBSTITUTIONS WILL BE 15 ACCEPTED. Manufacturers listed as being acceptable must still meet the 16 conditions of this specification. 17 4. Product Options 18 B.Butts and Hinges: 19 1. Furnish butts and hinges with flat button tips. 20 2. Provide hinges from one manufacturer. 21 3. The following are acceptable manufacturers: 22 4. Furnish hinges in size,weight and finishes listed in hardware set. Where scheduled 23 as BB,provide ball bearing hinges. Oil-impregnated porous metal bearing hinges 24 are not acceptable. 25 C.Floor Stops: 26 1. Floor stops shall be solid cast brass or bronze. 27 2. Furnish and install floor stops with machine screws and expansion shield. 28 3. As conditions require,provide necessary carpet risers. 29 D.Fasteners: 30 1. Furnish necessary screws,bolts, and other fasteners of suitable size and type to 31 anchor the hardware in position for long life under hard use. 32 2. Where necessary, furnish fasteners with toggle bolts, expansion shields, sex bolts, 33 and other anchors,appropriate for the material to which the hardware is to be 34 applied and according to the recommendations of the hardware manufacturer. 35 3. Fasteners shall be packaged with hardware. 36 4. Provide fasteners of the same material and finish as the hardware. 37 2.3 ACCESSORIES 38 A.Hardware Schedule 39 1. This schedule is intended to include hardware required. Verify doors shown and 40 scheduled on the drawings with doors listed in this schedule. In the event of 41 omissions in the schedule, furnish hardware of the kind, quantity, and quality 42 scheduled for similar locations. Hardware for a complete installation is required, 43 whether specifically mentioned herein or not. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK ,SPECIFICATION DOCUMENTS--WATER FACILITY PROJECT City Project No,100378 July 2017 0871 10-4 FINISH HARDWARE Page of 1 2. Lock cores shall be keyed to match Owner's existing keys. 2 3. Designations in hardware schedule are taken from the following manufacturers: 3 a. Hager (H) 4 b. Corbin Russwin (CR) 5 c. Yale Security, Inc. (Y) 6 4. Hardware Set No. 1: 7 a. Exterior Door 8 1) 1 Lockset ML2224** (CR) 9 2) 1 Closer 230OBC (Y) 10 3) 1 Floor Stop 259F (H) 11 4) "The The lockset and hardware for the exterior door must be able to 12 accommodate future magnetic card readers. 13 B.Hardware Locations 14 1. Locate hardware for doors as follows, unless specifically detailed otherwise: 15 a. Locks and Latches 40"(+/-1") floor to centerline of strike. 16 b. Hinges Manufacturer's standard locations. 17 2.4 SOURCE QUALITY CONTROL 18 A.Tests and Inspections 19 B.Non-Conforming Work 20 C.Manufacturer Services 21 1. Provide the services of a qualified representative from the exit device manufacturer 22 to be present at the project site to oversee the installation of exit devices on a pair of 23 entrance doors. Upon acceptance, this installation shall set the standard for all exit 24 device installations. 25 D.Coordination of Other Tests and Inspections 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. Fit and install hardware on doors in conformance with the following hardware schedule. 32 Hardware shall be installed by tradesmen skilled in the application of commercial grade 33 hardware. 34 35 1. Provide properly sized and accurately located mortises and drilled holes for 36 hardware on wood doors,using appropriate jigs, templates and power equipment. 37 2. Metal frames shall be drilled and tapped accurately. 38 3. Fit hardware accurately, remove until painter's finish is applied and then replace 39 and adjust. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 0871 10-5 FINISH HARDWARE Page 5 of 5 1 4. Ensure that operating parts move freely and smoothly without binding, sticking or 2 excessive clearance. 3 5. Position and install the various hardware items on doors to agree with the locations 4 specified in SECTION 08 11 19 STEEL DOORS AND FRAMES, or as maybe 5 specifically detailed. 6 6. Keep knobs and pulls covered with heavy cloth or plastic wraps until final acceptance of 7 the project. Upon completion, leave hardware clean, undamaged and in proper working 8 order 9 3.5 [REPAIR] / [RESTORATION] [NOT USED] 10 3.6 REINSTALLATION [NOT USED] 11 3.7 FIELD [oR1 SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING 14 A.Adjust and clean the operating hardware at each door. Lubricate parts with lubricant 15 recommended by manufacturer(graphite type, if no other recommended). Replace units 16 which cannot be adjusted to operate freely and smoothly. 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 END OF SECTION CITY OF FORT WORTH W ESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No,100378 July 2017 099100-1 PAINTING Page 1 of9 1 SECTION 09 9100 2 PAINTING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. On-the-job painting and finishing. 7 a. Included: Paint and finish the following materials, fittings and equipment items 8 which are exposed to view inside and outside. 9 1) Iron and steel 10 2) Concrete masonry units 11 3) Interior concrete ceiling and beam surfaces 12 4) Interior concrete floors 13 5) Gypsum board 14 6) Interior caulked joints 15 7) Bare and insulation covered piping and ductwork, conduit, hangers, grilles 16 and registers, and primed metal surfaces and factory-finished surfaces of 17 mechanical and electrical equipment. 18 b. Not Included: No painting is required on the following: 19 1) Factory-finished metal lockers and finished light fixtures 20 2) Architectural aluminum and stainless steel 21 3) Galvanized metal 22 4) Acoustic panel ceilings 23 5) Pre-finished cabinets 24 c. Contractor shall examine the drawings for mechanical and electrical work, and 25 all materials installed throughout the building which require painting shall be 26 painted under this section of the specifications. 27 B. Related Specification Sections include but are not necessarily limited to 28 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 29 Contract. 30 2. Division I - General Requirements. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Measurement 34 a. Measurement for this item shalI be lump sum. 35 2. Payment 36 a. The work performed and materials furnished in accordance with the Item and 37 measured as provided under"Measurement" are included in the total lump sum 38 price. 39 1.3 REFERENCES 40 A. Abbreviations and Acronyms 41 B. Definitions CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 099100-2 PAINTING Page 2 of 9 1 1. For purposes of this painting specification, the following areas and spaces are not 2 considered finished, occupied areas and there will be no painting therein except for 3 doors and frames and as may be specifically scheduled in article paint schedule. 4 a. Mechanical chases 5 b. Spaces above suspended ceilings 6 c. Under-floor crawl spaces 7 C. Reference Standards 8 1. Reference standards cited in this specification refer to the current reference standard 9 published at the time of the latest revision date logged at the end of this 10 specification, unless a date is specifically cited. 11 2. American Society for Testing and Materials (ASTM): 12 a. ASTM D 16-Definitions of Terms Relating to Paint,Varnish, Lacquer and 13 Related Products. 14 b. ASTM D 2016-Test Method for Moisture Content of Wood. 15 c. ASTM D 4258-Practice for Surface Cleaning Concrete for Coating. 16 d. ASTM D 4262-Test method for pH of Chemically Cleaned or Etched Concrete 17 Surfaces. 18 e. ASTM D 4263 -Test method for Indicating Moisture in Concrete by The 19 Plastic Sheet Method. 20 3. NACE(National Association of Corrosion Engineers)- Industrial maintenance 21 Painting. 22 4. NPCA(National Paint and Coatings Association) Guide to U.S. Government Paint 23 Specifications. 24 5. PDCA(Painting and Decorating Contractors of America) -Painting-Architectural 25 Specifications Manual. 26 6. SSPC(Steel Structures Painting Council) - Steel Structures Painting Manual. 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. Submittals shall be in accordance with Section 01 33 00. 30 B. All submittals shall be approved by the City prior to manufacture or delivery. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Product Data 33 1. Paint Schedule 34 a. If painting materials other than those specified are proposed for use, submit a 35 complete schedule of the materials to be substituted. This schedule, in triplicate, 36 shall be in the same form as the paint schedule included in this section, and shall 37 list materials by manufacturer, brand name and type for each surface to be 38 finished. 39 B. Samples 40 1. Submit in accordance with Section 01 33 00- Submittals. Submit two 8 112"x 11" 41 samples of each paint color. Samples shall be on heavy cardboard and shall be 42 made with the actual mixed paints to be used on the project. CITY OF FORT WORTH WESTSIDE V—PART L—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATFR FACILITY PROJECT City Project No. 100378 July 2017 099100-3 PAINTING Page 3 of 9 1 1.7 CLOSEOUT SUBMITTALS 2 A. Record Documentation 3 1. Close-out Schedule 4 a. Upon completion of work, furnish a full schedule of paint types and colors 5 actually used and formulas for each to the Owner. 6 1.8 MAINTENANCE MATERIAL SUBMITTALS 7 A. Extra Stock Materials 8 1. Upon completion of the work, deliver to project site 2 gallons of each type and 9 color of paint applied to interior and exterior surfaces. Provide formula for custom 10 match colors. 11 1.9 QUALITY ASSURANCE 12 A. Qualifications 13 1. Manufacturers 14 a. Company specializing in manufacturing quality paint and finish products with 3 15 years' experience. 16 2, Applicators 17 a. Company specializing in commercial painting and finishing with 2 years' 18 experience. 19 B. Product Labels 20 1. Include manufacturer's name, type of paint, stock number, color and label analysis 21 on label of containers. 22 C. Single Source Responsibility 23 1. Provide primers and other undercoat paint produced by same manufacturer as final 24 coats. Use only thinners approved by paint manufacturer, and use only within 25 recommended limits. 26 D. Do not paint over code-required labels, such as Underwriters' Laboratories and Factory 27 Mutual, or equipment identification,performance rating, name or nomenclature plates. 28 Delivery, storage, and handling 29 1.10 DELIVERY,STORAGE,AND HANDLING 30 A. Delivery and Acceptance Requirements 3I 1. Deliver materials in original containers with seals unbroken and labels intact. 32 B. Storage and Handling Requirements 33 1. Contractor shall designate a specific space at the project site for storing and mixing 34 materials. Protect this space and repair all damage resulting from use. Do not stare 35 kerosene nor gasoline in this space. Remove oily rags at the end of each day's 36 work. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 099100-4 PAINTING Page 4 of 9 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [TOT USED] 5 2.2 MATERIALS 6 A. Manufacturers 7 1. Manufacturer List 8 a. The Sherwin-Williams Co. 9 b. Tnemec Co. 10 B. Materials 11 I. Materials described are based on the specifications of the above listed 12 manufacturers, and are given to designate the quality of materials required. 13 Materials of best quality grade are representative of the standard of quality required. 14 Materials not displaying manufacturer's identification as a first line, best-grade 15 product will not be acceptable. 16 C. Colors 17 1. The Owner will select colors. Regardless of which brand of paint is selected for 18 use, the Contractor shall intermix and blend as required to obtain an exact match to 19 each color on the color schedule. 20 D. Paint Schedule 21 1. The products listed below represent top of the line products of each manufacturer. 22 These products are not presented as being equivalent, as there are too many 23 variables to match each product across the board. Manufacturer's designations are: 24 a. SW-The Sherwin-Williams Co. 25 b. TN-Tnemec Co. 26 2. Interior Metal 27 a. Steel door frames, borrowed light frames, louvers and vision panel frames in 28 doors, hollow metal doors, sound retardant doors and ladders. 29 1) 1 primer coat 30 a) SW Kromik Metal Primer E41N1 31 b) TN Series 20 - 1255 Beige Pota-Pox 32 2) 2 finish coats 33 a) SW Industrial Enamel, Series B54 34 b) TN Series 20 -Pota-Pox or FC20 Pota-Pox 35 b. Other exposed iron and steel 36 1) 1 primer coat 37 a) SW Kem Kromik Metal Primer B50 W 1 38 b) TN Series 20 - 1255 Beige Pota-Pox 39 2) 1 finish coat 40 a) TN Series 20 -Pota-Pox or FC20 Pota-Pox 41 b) SW ProMar 200 Alkyd Eg-Shel Enamel, Series B33 42 c. Items of mechanical and electrical machinery and equipment 43 1) 1 finish coat CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. [00378 July 2017 099100-5 PAINTING Page 5 of 9 1 a) SW Industrial Enamel, Series B54 2 b) TN Series 20-Pota-Pox or FC20 Pota-Pox 3 d. Fire extinguisher cabinets, including door and frame inside and outside. 4 1) 1 finish coat 5 a) SW Tile Clad II Epoxy, Series B62 6 b) TN Series 20 -Pota-Pox or FC20 Pota-Pox 7 3. Exterior Metal 8 a. Non-galvanized steel door frames, hollow metal doors,pipe handrails, railings, 9 lintels, gates, and ladders. 10 1) 1 primer coat 11 a) SW Kxomik Metal Primer E41NI 12 b) TN Series 20 - 1255 Beige Pota-Pox 13 2) 2 finish coats 14 a) SW Industrial Enamel, Series B54 15 b) TN Series 20 -Pota-Pox or FC20 Pota-Pox 16 b. Steel pipe, conduit, hangers, supports and brackets. 17 1) 1 primer coat 18 a) GL Glid-Guard Tank& Structural Primer No. 5205 Series 19 b) SW Galvite Paint,B50 W3 20 c) TN Series 20 - 1255 Beige Pota-Pox 21 2) 1 finish coats 22 a) SW Industrial Enamel, Series B54 23 b) TN Series 20-Pota-Pox or FC20 Pota-Pox 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION 29 A. Verification of Conditions 30 1. Verify that surfaces and substrate conditions are ready to receive work as instructed 31 by the product manufacturer. 32 2. Examine surfaces scheduled to be finished prior to commencement of work. Report 33 to Engineer any condition that may potentially affect proper application. 34 B. Preinstallation Testing 35 1. Measure moisture content of surfaces using an electronic moisture meter. Do not 36 apply finishes unless moisture content of surfaces are below the following 37 maximums: 38 a. Gypsum wallboard: 12 percent 39 b. Interior located wood: 15 percent, measured in accordance with ASTM D 2016. 40 2. Test shop-applied primers for compatibility with subsequent cover materials. 41 C. Beginning of installation means acceptance of existing surfaces and substrate. CITY OF TORT WORTH WESTSLDH V--PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 0991 00-6 PAINTING Page 6 of 9 1 3.3 PREPARATION 2 A. Perform preparation and cleaning procedures in accordance with coating manufacturer's 3 instructions for each substrate condition. 4 B. Surface Preparation 5 1. Wash galvanized metal surfaces with mineral spirits to remove residual grease and 6 oil. 7 2. Fill open joints, cracks and crevices on steel buck frames with metal putty and sand 8 smooth before painting. 9 3. Sand woodwork surfaces smooth before priming. 10 4. Putty nail holes after the prime coat. 11 5. Un-coated steel and iron surfaces 12 a. Remove grease, scale, dirt and rust. Where heavy coatings of scale are evident, 13 remove by wire brushing or sandblasting; clean by washing with solvent. 14 Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and 15 nuts are similarly cleaned. Spot prime paint after repairs. 16 6. Shop primed steel surfaces 17 a. Sand and scrape to remove loose primer and rust. Feather edges to make touch- 18 up patches inconspicuous. Clean surfaces with solvent. Prime bare steel 19 surfaces. 20 7. Surface preparation of Existing Concrete Flooring(Acid Etching) 21 a. Remove all surface contamination(ASTM D4258). 22 b. Wet surface with clean water. 23 c. Apply a 10-15%Muriatic Acid or 50%Phosphoric Acid solution at the rate of 24 one gallon per 75 square feet. 25 d. Scrub with a stiff brush. 26 e. Allow sufficient time for scrubbing until bubbling stops. 27 f. If no bubbling occurs,the surface is contaminated with grease, oil or a concrete 28 treatment which is interfering with proper etching. Remove the contamination 29 with a suitable cleaner(ASTM D4258)and then etch the surface. 30 g. Rinse the surface three times. Remove the acid/water mixture after each rinse. 31 h. Surface should have a texture similar to medium grit sandpaper. 32 i. It may be necessary to repeat this step several times if a suitable texture is not 33 achieved with one etching. Bring the pH(ASTM D 4262) of the surface to 34 neutral with a 3% solution of trisodium phosphate or similar alkali cleaner and 35 flush with clean water to achieve a sound, clean surface. 36 j. Allow surface to dry and check for moisture(ASTM D 4263) 37 C. Removal 38 1. Remove hardware and accessories,plates, lighting fixtures and similar items which 39 are not to be finish-painted or provide adequate surface-applied protection for these 40 items in place. 41 3.4 APPLICATION 42 A. Workmanship shall be of the highest quality. Mix and apply paint materials in 43 accordance with the manufacturer's directions. Spread materials evenly, flow 44 smoothly, and brush out without sags or runs. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 099100-7 PAINTING Page 7 of 9 1 B. Provide finish coats which are compatible with primer paints used. Provide barrier 2 coats over incompatible primers where required. 3 C. When undercoats, stains or other conditions show through final paint coat, apply 4 additional coats until paint film is of uniform color and sheen. 5 D. Finish the insides of wood cabinets, including backs of cabinet doors, as scheduled for 6 the fronts and ends. 7 E. Between coats, sand enamel and lacquer finish on wood and metal surfaces to produce a 8 smooth, even finish. Use#220 grit sandpaper or finer. 9 F. Tint priming coats and undercoats to approximate shade of final coat to assure 10 uniformity of color in the finish. Touch up suction spots and"hot spots"before 1 I applying the last coat to produce an even result in the finish coat. 12 G. Exposed ductwork,piping and conduit in finished, occupied areas shall be painted the 13 same color as the wall or ceiling against which it is installed, unless otherwise noted. 14 H. Apply the finish coat on gypsum board,plaster and concrete surfaces with rollers. 15 T. On concrete masonry unit wall surfaces without a block filler, apply the first coat of 16 paint with a spray gan. 17 J. Do not paint moving parts of operating units,mechanical and electrical parts, such as 18 valve and damper operators, linkages, sensing devices,motor and fan shafts. 19 K. Do not paint over code-required labels such as Underwriter's Laboratories and Factory 20 Mutual, or equipment identification,performance rating, name or nomenclature plates. 21 3.5 RESTORATION 22 A. Reinstall the items removed under the provisions of paragraph above. 23 3.6 RE-PAINTING 24 A. Locations and Extent 25 1. The re-painting of existing surfaces shall be as follows 26 a. Painted wall, door and frame surfaces which have been reworked, cut into or 27 patched,whether specifically designated on the drawings or not. Re-painting 28 shall include all openings in existing walls. 29 b. Entire rooms/areas, as designated on the drawings. 30 B. Colors 31 1. Match existing colors of corresponding surfaces except where new colors are 32 scheduled. 33 C. Preparation 34 1. Clean surfaces to remove dust and dirt. Remove oil, grease, was and other 35 contaminants which would inhibit paint bond. At ceiling grid to be re-painted, 36 remove grease or oil with paint thinner. 37 2. Remove rust and loose and flaking paint by scraping and sanding. 38 3. Sand hard, glossy painted surfaces and ceiling grid to be painted, until dull or treat 39 with surface conditioner to promote adhesion of new coat of paint. 40 4. Prime bare areas with suitable primer in conformance with the above paint schedule 41 for new work. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 099100-8 PAINTING Pale 8 of 9 1 D. Painting 2 1. Generally, apply one coat of finish paint over old and new surfaces,using the same 3 materials scheduled in the above paint schedule for like new surfaces. 4 E. Verification 5 1. Verify the extent of re-painting work at the building and make due allowance for 6 cutting and patching required for installation of mechanical and electrical work. 7 3.7 SITE QUALITY CONTROL 8 A. Products listed in following schedule and/or substitutes proposed for use by Contractor 9 must be formulated to meet all applicable ordinances and regulations regarding 10 maximum V.O.C. content. Utilize products which have been specially formulated to 11 meet such requirements. 12 B. Environmental Requirements 13 1. Maintain the temperature inside the building at not less than 60°F during painting 14 and finishing. 15 C. Provide continuous ventilation and heating facilities to maintain surface and ambient 16 temperatures above 65°F for 24 hours before, during, and 48 hours after application of 17 finishes, unless required otherwise by manufacturer's instructions. 18 D. Minimum application temperatures for latex paints 19 1. 45°1~for interiors; 50°F for exterior;unless required otherwise by manufacturer's 20 instructions. 21 E. Minimum application temperature for varnish and finishes 22 1. 65°F for interior or exterior,unless required otherwise by manufacturer's 23 instructions. 24 F. Provide lighting level of 80 ft.-candles measured mid-height at substrate surface. 25 G. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 26 85%; or to damp or wet surfaces;unless otherwise permitted by the paint 27 manufacturer's printed instructions. Painting may be continued during inclement 28 weather only if the areas and surfaces to be painted are enclosed and heated within the 29 temperature limits specified during application and drying periods of 24 hours between 30 coats and 72 hours after final coat. 31 H. Protection 32 1. provide sufficient drop cloths to fully protect adjacent finished work. 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 TOUCH UP 35 A. On completion, carefully touch up all holidays, marred and damaged spots, and work 36 over all surfaces that have been repaired by other trades. 37 3.10 CLEANING 38 A. Remove spilled, splashed and splattered paint from all surfaces. Do not mar surface 39 finish of item being cleaned. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANNK SPECIFICATION DOCUMENTS—WATER FACILITY PROTECT City Project No.100378 July 2017 099100-9 PAINTING Page 9 of 9 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 099714-1 STEEL WATER STORAGE TANK PAINTING Page 1 of 13 1 SECTION 09 9714 2 STEEL WATER STORAGE TANK PAINTING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. This item will consist of repair and preparation of surfaces to be painted, 7 application of complete interior paint system and exterior paint and overcoat paint 8 systems,paint system materials and disinfection of surfaces which contact potable 9 water. 10 B. Related Specification Sections include but are not necessarily limited to 11 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 2. Division 1 - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this item shall be lump sum. 18 2. Payment 19 a. The work performed and materials furnished in accordance with the Item and 20 measured as provided under"Measurement"are included in the total lump sum 21 price. 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. Steel Structures Painting Council's Steel Structures Painting Manual and 25 Specifications contained within shall be referred to as SSPC. 26 2. American Water Works Association Standards shall be referred to as AWWA. 27 3. American Society for The Testing of Materials standards and specifications shall be 28 referred to as ASTM. 29 4. U.S. Environmental Protection Agency shall be referred to as EPA. 30 5. National Association of Corrosion Engineers shall be referred to as NACE. 31 6. American National Standards Institute Standards shall be referred to as ANSI 32 standards. 33 7. Code of Federal Regulations shall be designated as CFR. 34 8. Texas Administrative Code shall be designated as TAC. 35 B. Definitions 36 1. Interior surfaces CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS--WATER FACILITY PROJECT City Project No. 100378 July 2017 ADDENDUM No.1 0997 14-2 STEEL WATER STORAGE TANK PAINTING Page 2 of 13 1 a. Include the underside of the roof plate, girders,rafters, columns,pipes, floor, 2 appurtenances (including ladders), wall, inner surface, and the tank overflow 3 and influent structures. 4 2. Exterior surfaces 5 a. Include the outside of the tank, and appurtenances (including ladders). 6 C. Reference Standards 7 1. Reference standards cited in this specification refer to the current reference standard 8 published at the time of the latest revision date logged at the end of this 9 specification, unless a date is specifically cited. 10 2. SSPC(Steel Structures Painting Council) - Steel Structures Painting Manual. 11 3. American Society for Testing and Materials (ASTM): 12 a. ASTM D 4417- Standard Test Methods for Field Measurement of Surface 13 Profile of Blast Cleaned Steel 14 4. American Water Works Association Standards (AWWA) 15 a. AWWA D107—Composite Elevated Tanks for Water Storage 16 b. AWWA C652—Disinfection of Water Storage Facilities 17 5. Texas Administrative Code 18 6. NAGE ('rational Association of Corrosion Engineers) - Industrial Maintenance 19 Painting. 20 7. NPCA(National Paint and Coatings Association) Guide to U.S. Government Paint 21 Specifications. 22 S. PDCA(Painting and Decorating Contractors of America) -Painting-Architectural 23 Specifications Manual. 24 1,4 ADMINISTRATIVE REQUIREMENTS fNOT USED] 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 0133 00. 27 B. All submittals shall be approved by the City prior to manufacture or delivery. 28 C. Environmental Controls 29 1. If the Contractor chooses to use humidity and temperature controls, the Contractor 30 shall submit to the Engineer a written plan describing environmental humidity and 31 temperature climate controls for the tank interior. Submittal shall include 32 equipment type, size, and power requirements. This submittal shall be for 33 informational purposes only. Review of this submittal shall not constitute approval 34 of the proposed method nor place any responsibility for the same upon the 35 Engineer. 36 D. Shrouding 37 1. Contractors shall submit to the engineer a written plan describing the type and 38 performance of the proposed shrouding method. Performance data shall include 39 time required to raise and lower shroud and containment efficiency. This submittal 40 shall be for informational purposes only. Review of this submittal shall not 41 constitute approval of the proposed method nor place any responsibility for the 42 same upon the Engineer. An engineer licensed in the state of Texas must seal the 43 shrouding plan. CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 ADDENDUM No. l 099714-3 STEEL WATER STORAGE TANK PAINTING Page 3 of 13 1 E. Blast Cleaning 2 1. Contractor shall submit to the Engineer a written plan describing the materials and 3 methods proposed for use in blast cleaning. A separate submittal shall be made for 4 each method proposed. 5 F. Paint 6 1. Contractor shall submit to the Engineer the manufacturer's technical information 7 including paint label analysis and application instructions for each material to be 8 used. In addition, Contractor shall submit color samples for review of color and 9 texture. All paint,primers and paint thinners, including primer for shop primed 10 components, shall be from the same approved manufacturer. 11 G. Paint Substitutions 12 1. As part of the proof of equality, the Engineer may require at the cost of the 13 Contractor certified reports from a nationally known reputable and independent 14 testing laboratory conducting comparative tests as directed by the Engineer between 15 the product specified and the requested substitution. Two comparative tests shall 16 have been made within two years prior to award of contract. 17 H. Welding Certification 18 1. Welding procedures and welding operators shall be qualified in accordance with 19 AWWA D107. 20 I. TCEQ Notification 21 1. Contractor shall satisfy the requirements asset forth in 30 TAC,Rule 111.135 prior 22 to blasting. 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1..9 QUALITY ASSURANCE 27 A. System Description 28 1. Surface Preparation 29 a. Contractor will be required to prepare each tank for painting. Contractor shall 30 prepare all surfaces for painting in accordance with the SSPC Steel Structures 31 Painting Manual except as amended herein. The finished quality of the interior 32 surface preparation within the tank shall conform to SSPC -SP 10, "Near White 33 Blast Cleaning." The finished quality of the exterior surfaces shall conform to 34 SSPC-SP 6, "Commercial Blast Cleaning". All surfaces other than those inside 35 the tank bowl shall be considered exterior surfaces. 36 2. All paint shall conform to current state and federal regulations applicable to 37 Volatile Organic Compounds (VOC's). 38 3. The Contractor shall control emissions from abrasive blasting in accordance with 39 30 TAC,Rule 111.135 or Rule 111.137. 40 B. Environmental Control Conditions 41 1. Exterior Coatings CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 ADDENDUM No. 1 099714-4 STEEL WATER STORAGE TANK PAINTING Page 4 of 13 1 a. All coating systems shall be applied with strict compliance to the 2 manufacturer's recommendations. A manufacturer's representative shall be 3 made available for interpretation of application requirements. The 4 manufacturer's representative shall visit the job site weekly to verify proper 5 application. 6 2. No paint shall be applied when the surrounding air temperature, as measured in the 7 shade, is below 40 degrees Fahrenheit. No paint shall be applied when it can be 8 anticipated that the temperature will drop below 40 degrees Fahrenheit within 18 9 hours after the application of the paint. No paint shall be applied when the 10 temperature of the surface is below 50 degrees Fahrenheit or within 5 degrees 11 Fahrenheit of the dew point, whichever is greater. Paint shall not be applied to wet 12 or damp surfaces, and shall not be applied in rain, snow, fog or mist, or when the 13 relative humidity exceeds 85 percent. Dew or moisture condensation should be 14 anticipated, and, if such conditions are prevalent,painting shall be delayed until 15 surfaces are dry. Paint shall not be applied to surfaces that are hot enough to cause 16 blistering or pinholing of the film. 17 3. If the paint manufacturer's requirements are more stringent, the Contractor shall 18 follow them instead. 19 4. During periods of inclement weather or to achieve the conditions stated above, 20 painting may be continued by enclosing the surface with temporary shelters and 21 applying artificial heat or dehumidification equipment. 22 1..10 DELIVERY, STORAGE, AND HANDLING 23 A. Delivery and Acceptance Requirements 24 1. All materials shall be brought to the job site in the original sealed and labeled 25 containers of the paint manufacturer, and shall be subject to inspection by the 26 Inspector or Engineer on the job. 27 B. Storage and Handling Requirements 28 1. Paint shall be stored in a secured area in compliance with paint manufacturer's 29 recommendation. 30 2. The Contractor shall use one convenient location for keeping all materials and 31 doing all mixing, etc. Oily rags and waste shall be frequently removed, and under 32 no circumstances shall they be allowed to accumulate. 33 C. Packaging Waste Management 34 1. All empty paint container's shall remain on the job site until such time as painting is 35 complete and shall be subject to inspection by the Engineer on the job. Storage and 36 disposal of empty paint containers must comply with TCEQ regulations. 37 1.11 FIELD CONDITIONS [NOT USED] 38 112 WARRANTY 39 A. Manufacturer Warranty 40 1. A paint manufacturer's representative shall be made available for an inspection 41 annually for two years from the date of final acceptance of the project by the Owner 42 at no cost to the Owner. The maintenance and/or warranty period stipulated within 43 the contract documents shall remain in force. CITY OF FORTWORTH WESTSIDE V—PART l—ELEVATED STORAGE.TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No. i 099714-5 STEEL WATER STORAGE TANK PAINTING Page 5 of 13 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 3 2.2 PRODUCTS 4 A. Manufacturers 5 1. Manufacturer List 6 a. All materials used for both interior and exterior coating systems shall be from 7 one manufacturer. 8 1) Sherwin Williams 9 2) Tnemec 10 2. Substitution Limitations 11 a. Materials specified are those that have been evaluated for the specific service 12 and establish a standard of quality. Equivalent materials of other manufacturers 13 may be submitted on written approval of the Engineer. Refer to Part 1.5.G for 14 other requirements. 15 b. Requests for substitution shall include manufacturer's literature for each 16 product giving name,product number, generic type, descriptive information, 17 solids by volume, recommended dry Elm thickness and certified lab test reports 18 showing results to equal the performance criteria of the products specified 19 herein. In addition, a list of five projects shall be submitted in which each 20 product has been used and rendered satisfactory service. 21 B. Performance/Design Criteria 22 1. Tank Interior Coating System 23 a. Surface Preparation Prior to Abrasive Blast Cleaning: Weld flux and spatter 24 shall be removed by power tool cleaning. Sharp projections shall be ground to 25 smooth contour. All welds shall be ground to a smooth contour as per NACE 26 Standard SPO 178 and herein. 27 b. Surface Preparation: SSPC-SP 10 Near-White Metal Blast Cleaning. Anchor 28 profile shall meet the paint manufacturer's recommendations as per ASTM D 29 4417, Method C or NACE Standard SP0287. 30 c. Coating System: 31 1) Interior Coatings must be certified ANSI/NSF Std. 61 approved for potable 32 water storage. 33 2) The First Coat of primer may be shop applied. 34 a) Sherwin Williams 35 (1) First Coat/Shop Prime Coat 36 (a) Corothane I Galvpac Two Zinc Primer, 3-4 mils dry film 37 thickness 38 (2) Stripe Coat 39 (a) Corothane I Galvpac Two Zinc Primer, 3-4 mils dry film 40 thickness 41 (3) Second Coat 42 (a) Dura-Plate UHS Ultra High Solids Epoxy, 12-15 mils dry film 43 thickness 44 b) Tnemec 45 (1) First Coat/Shop Prime Coat CITY OF FORT WORTH WESTSIDE V—PART 1--ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No. 1 099714-6 STEEL WATER STORAGE TANK PAINTING Page 6 of 13 1 (a) Series 91 H2O Hydro-Zine,2.5-3.5 mils dry film thickness 2 (2) Stripe Coat 3 (a) Series 91 H2O Hydro-Zinc, 2.5-3.5 mils dry film thickness 4 (3) Second Coat 5 (a) Series 141 WH03 Pota Pox 80, 12-15 mils dry film thickness 6 d. Stripe Coat 7 1) After applying the First coat and prior to applying the second coat, all weld 8 seams must be brushed with a coat or primer. The primer shall be of the 9 same series and manufacturer used for the first coat;however, the color 10 shall be in contrast with the first coat. If contrasting color is not available, 11 an epoxy stripe coating may be submitted for review as a substitution. Thin 12 the primer and apply according to the manufacturer's recommendations. 13 2. Tank Exterior Coating Systems 14 a. Surface Preparation Prior to Abrasive Blast Cleaning 15 1) Weld flux and spatter shall be removed by power tool cleaning. Sharp 16 projections shall be ground to a smooth contour. All welds shall be ground 17 to a smooth contour as per NACE Standard SPO 178,Designation D, and I8 herein. 19 b. Surface Preparation 20 1) SSPC-SP6 Commercial Blast Cleaning. Angular profile shall meet the paint 21 manufacturer's recommendations per ASTM D 4417, Method C or NACE 22 Standard.RP0287. 23 c. Coating System 24 1) Colors are to be selected by the owner. 25 2) The First Coat of primer may be shop applied. 26 3) ,Sherwin Williams 27 a) First Coat/Shop PrimeCoat 28 (1) Corothane 1 Galvpac Two Zinc Primer, 3.0-4.0 mils dry film 29 thickness 30 b) Stripe Coat 31 (1) Corothane I Galvpac Two Zinc Primer, 3.0-4.0 mils dry film 32 thickness 33 c) Second Coat 34 (1) Acrolon 218 HS,2.0-3.0 mils dry film thickness 35 d) Third Coat 36 (1) FluoroKem--Fluoropolymer Urethane, 2.0-3.0 mils dry film 37 thickness 38 e) Logo 39 (1) FluoroKem—Fluoropolymer Urethane, 2.0-3.0 mils dry film 40 thickness 41 4) Tnemec 42 a) First Coat/Shop Prime Coat 43 (1) Series 94 H2O Hydro-Zinc, 2.5-3.5 mils dry film thickness 44 b) Stripe Coat 45 (1) Series 94 H2O Hydro-Zinc, 2.5-3.5 mils dry film thickness 46 c) Second Coat 47 (1) Series 73 Endura-Shield applied at 2.0-3.0 mils dry film thickness 48 d) Third Coat 49 (1) Series 700 HydroFlon, 2.0-3.0 mils dry film thickness CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No.1 099714-7 STEEL WATER STORAGE'TANK PAINTING Page 7 of 13 1 c) Logo 2 (1) Series 700 Hydroflon, 2.0-3.0 mils dry film thickness 3 d. Stripe Coat 4 1) After applying the first coat and prior to applying the second coat, all weld 5 seams must be brushed with a coat or primer. The primer shall be of the 6 same series and manufacturer used for the first coat;however, the color 7 shall be in contrast with the first coat. If contrasting color is not available, 8 an epoxy stripe coating may be submitted for review as a substitution. Thin 9 the primer and apply according to the manufacturer's recommendations. 10 e. Epoxy Seam Sealants 11 1) Tnemec 63-1500. 12 2) Sherwin Williams Steel-Seam FT 910 13 C. Materials 14 1. Blast Cleaning Abrasives 15 a. Blasting shall be done with an abrasive material of non-silica composition. 16 This abrasive material shall be clean, dry, and free of clay particles and other 17 extraneous matter and shall include a dust emission reducer, "Dustnef'or 18 approved equal. The Owner's representative must approve the abrasive 19 material before blasting is begun. 20 b. Compressed Air used for blasting shall be free of detrimental amounts of water 21 and oil. Adequate traps and separators shall be provided at the compressor. 22 c. If wet abrasive blasting is used, a Rust Inhibitor compatible with the coating 23 systems shall be included in water for wet blasting. 24 2.3 ACCESSORIES 25 A. Equipment 26 1. Agitator 27 a. The Contractor shall provide a suitable mechanical agitator and shall agitate all 28 paint until proper dispersion of materials is secured. All paint ingredients shall 29 be in a satisfactory dispersed condition at the time of application. Use 30 equipment that conforms to the paint manufacturer's requirements. 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION 33 3.1 INSTALLERS [NOT USED] 34 3.2 EXAMINATION [NOT USED] 35 3.3 PREPARATION 36 A. Material Preparation 37 1. Mix and thin materials according to manufacturer's latest printed instructions. 38 2. Do not use materials beyond manufacturer's recommended shelf life. 39 3. Do not use mixed materials beyond manufacturer's recommended pot life. 40 B. Surface Preparation CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 ADDENDUM No.1 099714-8 STEEL WATER STORAGE TANK PAINTING Page 8 of 13 1 1. All surfaces shall be prepared in accordance with the paint manufacturer's 2 recommendations and as a minimum shall be cleaned free of all old paint, rust, 3 corrosion, mill scale, oil and grease. During the cleaning or other operations inside 4 the structure, all interior controls, floats, cathodic wiring, etc., to remain must be 5 removed, and a cover shall be provided over the entrance of all pipes to prevent 6 foreign matter from entering the pipes. 7 2. After the surfaces have been cleaned to the specified SSPC standard, they shall be 8 inspected by the Owner for any required structural repairs, and these areas shall be 9 so marked as to enable repairs to be made. Such repairs will include, but are not 10 limited to, leaks at riveted or welded seams, the interior ladder and controls. Such 11 places shall include, but not limited to, the structural roof supports, and bolt 12 connections. Epoxy seal sealer shall be used to seal all cracks and crevices which 13 are not 100% sealed against moisture intrusion. 14 3. Spot Cleaning 15 a. All rust, peeled or cracked paint, overspray, runs, sags and non-adherent paint 16 shall be removed. All exposed edges of the remaining paint shall be feathered, 17 and spot cleaning shall be conducted in a manner to minimize damage to sound 18 material. All foreign matter shall be removed from seams, pickets,joints and 19 the bottom of the columns and plates. 20 4. In the case of new construction, the Contractor has the following option: the 21 surface preparation may be done by acid treatment, and primer immediately 22 following, or the surface preparation may be done by blast cleaning and primer 23 immediately following. The cleaning and priming shall be done in the shop. All 24 paint,primers and paint thinners, including primer for shop primed components, 25 shall be from the same approved manufacturer. 26 5. All surfaces to be painted shall receive a final brush blast immediately before 27 applying the initial coating. The time limit between final blasting and initial 28 coating shall be in accordance with the manufacturer's recommendations, and in no 29 case shall this time period exceed two hours. 30 C. Containment 31 1. Control emissions from abrasive blasting in accordance with 30 TAC,Rules 32 111.135 or Rule 111.137. 33 2. Ensure that no spent cleaning blasting debris, dust overspray, coating droplets, or 34 emissions of Lny kind escape to the atmosphere, the base of the tank or ad acezat 35 building, private property, worksites and parking lots. 36 3.4 APPLICATION 37 A. The Contractor and all workers employed by Contractor shall conduct all operations in 38 a clean and sanitary manner and in conformance with all aspects of the General 39 Conditions. Contractor shall at all times provide dust and overspray controls for 40 blasting and painting operations. 41 B. Ventilation CITY OF FORT WORTH W ESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 AD DFNDUM No. I 099714-9 STEEL WATER STORAGE TANK PAINTING Page 9 of 13 1 1. The Contractor must provide adequate reverse chimney effect forced air ventilation 2 while painting or coating the interior surfaces of a tank. The ventilation shall be 3 adequate to remove fumes, prevent the possibility of an accumulation of volatile 4 gases,protect workers and prevent damage to the tank. The Contractor shall be 5 held financially responsible for all damage to the tank caused by inadequate 6 ventilation. 7 C. Mixing 8 1. Splitting paint kits and mixing of partial kits is not allowed. Mix only whole kits 9 and discard any leftover paint. Mixing of all coatings must be performed in strict 10 compliance with the manufacturer's recommendations. 11 D. General Application 12 1. All paint and finishing materials shall be applied by skilled workmen and shall be 13 brushed or sprayed in even,thorough coats without runs, crazing, sags or other 14 blemishes. All coats,regardless of material, shall be thoroughly dry before 15 applying succeeding coats. Full drying time as recommended by the manufacturer 16 of the particular paint involved shall be allowed between coats. All products shall 17 be applied in strict accordance with the manufacturer's recommendations included 18 DFT, curing time, etc. Painting systems shall be applied by one or more of the 19 following described methods. However, spray application will not be permitted for 20 exterior surfaces unless the Contractor contains overspray by a method acceptable 21 to the Engineer. Application equipment shall be in conformance with the 22 manufacturer's recommendations for each coating. 23 E. Brush Application 24 1. Only top quality hog hair or synthetic bristle brushes shall be used. All paint shall 25 be applied so as to form a uniform film of a thickness which is consistent with the 26 specified coverage for the paint being used. Sufficient cross brushing shall be used 27 to insure filling of all surface irregularities and complete coverage. Particular care 28 shall be used in painting corners and other restricted places to obtain uniform 29 application. All final brushing strokes shall be made in the same direction and 30 toward the previously applied paint. 31 F. Roller Application 32 1. Rollers used for applying coatings shall be of the highest quality and must be kept 33 as clean as possible at all times. Any coating rolled on must form a uniform film 34 and must give the same end results as a brushed on coat. Rolling shall be 35 supplemented by brushing in areas where rolling could not give complete coverage, 36 such as corners, edges, welds, crevices, bolts, rivets or other irregular surfaces. 37 G. Spray Application CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No.1 099714-10 STEEL'WATER STORAGE TANK PAINTING Page 10 or 13 1 1. When paint is applied by spraying, the air gun used shall be adjustable for 2 regulation of the air and paint mixture. The equipment shall have a suitable water 3 trap to remove moisture present in the compressed air. Paint pots shall be equipped 4 with a hand agitator to keep the paint well mixed. All equipment shall be 5 thoroughly cleaned at the end of each day's work. The width of the spray shall be 6 not less than twelve(12) inches, or more than eighteen (18) inches. The pressure 7 shall be suitable for type of paint used. Frequent checks shall be made to insure 8 maintenance of collect spreading rate; care shall be taken to see that edges, corners, 9 and bolt heads are completely covered, and that there has been no bridging over the 10 film. Airless spray application is acceptable with prior approval of the Engineer. 11 3.5 REPAIR 12 A. Scam Welding 13 1. All other corrosion shall be repaired and all scams rewelded as necessary to prevent 14 future leaks and to protect the integrity of the coating system. 15 B. Surface Grinding 16 1. The Contractor shall grind and round all sharp edges created as a result of structural 17 repairs or other work related to this contract. 18 C. Weld Grinding 19 1. All welds shall be continuous, ground to a curve and free of porosity, pockets, high 20 spots,rough projections and ripples to provide a coatable surface. All welds shall 21 be blended smoothly into plate surface. All weld slag, spatter and flux shall be 22 removed. Grinding of welds shall comply with designation"D"of NACE Standard 23 SPO 178, 24 D. Weld Spatter 25 1. All areas containing existing weld flux and spatter shall be ground down providing 26 a smooth coatable surface. 27 3.6 REINSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL 29 A. General 30 1. All work and materials supplied under this specification shall be subject to 31 inspection by the Owner or its representative. All parts of the work shall be 32 accessible to the inspector. The Contractor shall correct such work or replace such 33 material if found defective. Such inspection will not relieve the Contractor of the 34 responsibility of furnishing qualified labor and materials in strict accordance with 35 the specifications. 36 B. Threshold Inspections 37 1. At certain stages in the project the Contractor will not be allowed to proceed until a 38 thorough inspection has been performed by the Owner's representative and the 39 Owner's representative has approved the work up to that point. The following 40 threshold inspections will be required: 41 a. Surface Preparation and Repair Completion CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS---WATER FACILITY PROJECT City Project No. 100378 July 2017 ADDENDUM No.1 09 97 14-1 1 STEEL WATER STORAGE TANK PAINTING Page I I of 13 1 1) After all repairs have been made and surfaces prepared in accordance with 2 these specifications and the coating manufacturer's instructions. The 3 project site or area to be painted(interior or exterior of tank)shall be 4 cleaned and ready for coating operations to begin. 5 b. Completion of Each Coat 6 1) After each prime coat application and touch up; when the tank is ready to 7 receive the following coat. All shop applied primer must be inspected by 8 the Owner's Representative prior to transportation from the place of 9 manufacture. If the place of manufacture is a distance greater than 100 10 miles from the City of Port Worth, the Contractor shall be responsible for 11 the cost of transportation and lodging for the Owner's Representative 12 associated with inspection of the prime coat. 13 c. Substantial Completion 14 1) When all work and cleanup is completed and prior to contractor moving 15 equipment and work force off the job. 16 2. The Contractor will notify the Owner 48 hours in advance of needing threshold 17 inspection. Prior to scheduling the inspection, the Contractor shall have sufficiently 18 reviewed his work and believe it to be ready for threshold inspection. The cost of 19 additional threshold inspections required because work was not approved at the 20 original threshold inspection will be borne by the Contractor. The threshold 21 inspections will not relieve the Contractor of his responsibility to furnish qualified 22 labor and materials in accordance with the specifications. 23 C. Quality Control Log 24 1. The Contractor shall maintain a quality control program to include a daily log and 25 at a minimum the following quality control checks: 26 a. Compressed air blotter test performed at start of day and every four hours. 27 b. Surface preparation visual checks using SSPC VIS 1-89. 28 c. Surface profile checks periodically using Testex Replica Tape. 29 d. Wet film thickness,periodically as coating is applied using an approved gauge. 30 e. Dry film thickness, daily and periodically as coating dries,using an Elcometer 31 Thickness gauge or equal. 32 f. Holidays, daily and periodically as needed using an approved low voltage 33 holiday detector. 34 g. Environmental condition, minimum of twice daily, once prior to beginning 35 work and again every four hours during painting operations: 36 1) Ambient temperature. 37 2) Dew point and relative humidity using a sling Psychrometer and U.S. 38 Weather Bureau Psychometric Charts. 39 3) Steel surface temperatures on at least two opposite sides of tank using 40 surface sensing thermometers. 41 4) Wind speed and direction. 42 2. The Contractor's daily log shall be.kept on site at all times and be made available 43 for review by the Owner or Owner's representative on demand. A copy of the daily 44 log shall be faxed to the project inspector at the end of each day work is performed. 45 The daily log shall include as a minimum the following information: 46 a. Date. 47 b. Name of Contractor. 48 c. Project Name. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No.I 0997 14-12 STEEL WATER STORAGE TANK PAINTING Page 12 of 13 1 d. Person's Name who Makes Log Entry. 2 e. Specific Progress 3 1) Areas of tank blasted 4 2) Repairs made including location 5 3) Coatings applied and location 6 4) Touch Up work and location 7 £ Environmental conditions as listed in Paragraph 3.7.C.1.g, and the time 8 readings were taken. 9 g. Locations and results of all quality control checks. 10 h. Product manufacturer and batch numbers of coatings used that day. 11 i. Problems encountered and action taken as a result. 12 D. Field Tests and Inspections 13 1. Testing Equipment 14 a. The Contractor shall furnish an approved type dry mil gauge apparatus to 15 measure the dry film thickness. The Elcometer Thickness Gauge or equal shall 16 be furnished to the Owner for his use. The Contractor shall also furnish to the 17 Owner, for his use, holiday detector devices. Holiday detector devices shall be 18 approved low-voltage type. All of the above inspection gauges shall be 19 furnished and on the job before the Owner will permit painting operations to 20 proceed and shall remain on the job until its completion and acceptance. The 21 Contractor or his representative shall instruct the Owner on the proper use, care 22 and calibration of all such gauges. The above-required testing gauges and 23 calibration materials shall be furnished to Owner and are returnable to the 24 Contractor upon completion of the job. The cost of furnishing aII of the above 25 required gauges to the Owner for his use shall be subsidiary to this bid item. 26 2. Bacteriological Testing 27 a. Following disinfection, the tank shall be filled and sampled by the Contractor 28 for bacteriological testing,prior to being put into service. The testing shall be 29 as described in AWWA Specification C652, Section 4.4 -Bacteriological 30 Sampling and Testing. Results of the test shall be reviewed by the Engineer. 31 Final decision upon the suitability of the disinfection procedure shall rest with 32 the Engineer. Should repeat of the disinfection procedure be required, 33 additional cost of disinfection, testing and water to fill the tank shall be borne 34 by the contractor at no additional cost to the Owner. 35 3.8 SYSTEM STARTUP [NOT USED] 36 3.9 ADJUSTING [NOT USED] 37 3.10 CLEANING 38 A. Cleanup 39 L At the completion of the work, the Contractor shall clean off all paint spots, oil and 40 stains from surfaces and Ieave the entire project in a satisfactory condition. Special 41 attention shall be given to the tank foundation in that it shall be protected at all 42 times from paint splatter. Any overlapping of the paint onto the concrete shall be 43 cleaned by grinding or other methods as approved by the Engineer. 44 B. Disinfection CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 ADDENDUM No.1 099714-13 STEEL WATER STORAGE TANK PAINTING Page 13 of 13 1 1. Prior to placing the tank in service,the structure shall be thoroughly disinfected by 2 spray application of a chlorine and water solution as described in the most current 3 version of AW WA Specification C652, Section 4.2 - Chlorination Method 2. 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 CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.10037a July 20I7 ADDENDUM No. I 221010-1 PLUMBING Pagel of7 1 SECTION 22 10 10 2 PLUMBING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Include the following: 7 a. Domestic cold water piping. 8 b. Waste, drain, and vent piping. 9 c. Miscellaneous devices and equipment. 10 2. On-site: Mabe connections to the on-site utilities listed below. 11 a. Water 12 B. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. Measurement for this item shall be lump sum. 20 2. Payment 21 a. The work performed and materials furnished in accordance with the Item and 22 measured as provided under"Measurement"are included in the total lump sum 23 price. 24 1..3 REFERENCES 25 A. Abbreviations and Acronyms 26 B. Definitions 27 C. Reference Standards 28 1. Reference standards cited in this specification refer to the current reference standard 29 published at the time of the latest revision date logged at the end of this 30 specification,unless a date is specifically cited. 31 2. National Electric Code-NFPA 70 32 3. Underwriter's Laboratories, Inc. Standards 33 4. International Plumbing Code 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the City prior to manufacture or delivery. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 221010-2 PLUMBING Paget of 1 C. Submit list of and Product Data for products incorporated into the Work. 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Product Data 4 1. Include manufacturer's instructions for each product with submittal. 5 B. Shop Drawings 6 1. Sump Pumps 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE 10 A. Qualifications 11 1. Manufacturers 12 a. Firms regularly engaged in manufacture of products of this type, and whose 13 products have been in satisfactory use in similar service for not less than 5 14 years. 15 2. Installers 16 a. Qualified with at least 5 years of successful installation experience on projects 17 with Work similar to that required for this project. 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 23 2.2 PRODUCTS 24 A. Domestic Water System 25 1. Lead-Free Products 26 a. Provide materials,products, and fabrications that comply with Environmental 27 Protection Agency(EPA)requirements and recommendations regarding lead 28 content and contribution of lead to potable water, that have no lead or lead 29 alloys in contact with potable water, and that do not contribute to or cause lead 30 in potable water. 31 b. Solder 32 1) Lead free, ASTM B32 95-5 tin-antimony or Grade Sn96 tin-silver solder. 33 c. Flux 34 1) Containing not more than 0.2 percent lead, meeting NSF 61, 35 2. Piping, Interior to 5' Outside 36 a. Copper 37 1) Straight water tube, K or L, ASTM B88 or 13543. 38 2) Wrought copper and bronze solder joint pressure fittings, ANSI B16.22. CITY OF FORT WORTH WESTSIDE V—PART I--ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No. 100378 July 2017 22 10 10--3 PLUMBING Page 3 of 7 1 b. Where Indicated on Drawings to be Below, in, or Through Slab-On-Grade 2 1) Copper, coiled water tube, K or L,ASTM B88. 3 2) Wrought copper and bronze solder joint pressure fittings,ANSI B16.22. 4 3) Pipe 1.5" or Smaller, in or Under Slabs-on-Fill: Continuous, without joints 5 or fittings. 6 4) Pipe 2" or Larger, in or Under Slabs-on-Fill: Brazed joints. 7 3, Hose Connections 8 a. General 9 1) Provide hose connections with ANSI-ASSE 1011 hose connection vacuum 10 breaker 11 b. Acceptable Manufacturers 12 1) Jonespec, Josam, Smith, Wade,Zurn 13 c. FPWH (Wall non-freeze, lockable) 14 1) Non-freeze,vacuum breaker, 314" hose bib, 3/4" supply connection, hinged I5 locking cover, bronze box and cover; Smith 5509, Josam 71000. 16 4. Back Flow Preventer(BFP) 17 a. BFP Back-Pressure Relief, High Hazard: Reduced pressure principle with 18 check valve assembly with intermediate relief valve for high hazard cross 19 connections; ASSE No. 1013, AWWA C506, two isolating ball valves, built-in 20 strainer, ball valve test cocks, suitable for horizontal or vertical installation as 21 indicated on the Drawings; Watts No. 909 series. 22 B. Drainage Products 23 1. Acceptable manufacturers 24 a. Jonespec, Josam, Smith, Wade, Zurn. 25 2. Cleanouts: ANSI Al 12.36.2M 26 a. FCO General Areas 27 1) Leveleze floor cleanout, galvanized cast iron body, spigot or no-hub 28 connection with internal threaded bronze cleanout plug, adjustable ABS 29 housing having a secured scoriated satin nikaloy cover and round top; 30 Josam 56010-22-31 31 b. DGCO (Double grade cleanouts) 32 1) Cast iron clean-out, double flanged housing, scoriated cast iron cover with 33 lifting device, gasket sealed bronze plug, vandal proof screws, set in IS" 34 square by 5-112" thick cast-in-place concrete block, set flush with finished 35 grade, see detail on drawings; Josam 58860. 36 3. Floor Drains: ANSI A112.21.1M 37 a. Provide with two-piece body, flashing collars with seepage openings, auxiliary 38 inlet tap for trap primer when indicated, deep-seal P-trap; size indicated on the 39 Drawings. 40 b. Floor Drain Schedule 41 1) FD1 Floor Drain: Type "A" adjustable strainer top,buff-polished nickel- 42 bronze alloy top, galvanized cast iron parts, vandal-proof and secured; 43 Josam 30000-6A-17-92. 44 4. Indirect Drain Fittings (Open sight) 45 a. AGI Air Gap: 1/4"to V inlet, 314"to 1-112" outlet, galvanized cast iron, air 46 gap minimum of I/2 times the inlet diameter or 1", whichever is greater; Josam 47 88900-40. 48 C. Drain, Waste,And Vent(DWV, within building to 5 feet outside) CITY OF FORT WORTH W ESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 22 10 10-4 PLUMBING Pa.-c4 of7 1 1. Below Grade or Below Slab on Carton Form: Use one of the following. 2 a. Extra heavy hub and spigot,ASTM A74; rubber gaskets, ASTM C564. 3 b. Service or extra heavy hub-and-spigot ASTM A74;rubber gaskets, ASTM 4 C564. 5 c. Copper Drainage Tube(DWV)pipe ASTM B306; fittings, cast bronze solder- 6 joint, ANSI B16.23 or wrought copper and wrought copper alloy solder joint, 7 ANSI B16.29; solder, ASTM-70, 50A. 8 d. Schedule 40 polyvinyl chloride(PVC)pipe and fittings, ASTM D2665; solvent 9 cement ASTM D2564. 10 2. Above Grade: Use one of the following. 11 a. No hub, Cast Iron Soil Pipe Institute Standard 301,ANSI Group 022, for pipe, 12 fittings, and gaskets. 13 b. Extra heavy hub and spigot,ASTM A74; ribber gaskets,ASTM C564. 14 c. Service or extra heavy hub-and-spigot ASTM A74;rubber gaskets, ASTM 15 C564. 16 d. Copper Drainage Tube(DWV)pipe ASTM B306; fittings, cast bronze solder- 17 joint, ANSI 1316.23 or wrought copper and wrought copper alloy solder joint, 18 ANSI B16.29; solder, ASTM-70, 50A. 19 3. Vent 20 a. Any of the above. 21 b. Steel, schedule 40 galvanized steel, ASTM A120; cast-iron threaded drainage 22 fittings, ANSI B16.12. 23 4. Drain(Indirect) 24 a. Copper 25 1) Drainage tube(DWV)pipe ASTM B306; fittings, cast bronze solder-joint, 26 ANSI B16.23 or wrought copper and wrought copper alloy solder-joint, 27 ANSI B 16.29; solder, ASTM-70, 50A. 28 b. Steel 29 1) Galvanized, Schedule 40, ASTM A120; galvanized malleable iron screwed 30 fittings, 150 lbs.,ANSI B16.4. 31 D. SUMP PUMP 32 1. Sump pump shall be Hydromatic SW33 submersible pump or equal, as approved by 33 the Owner. 34 2.3 ACCESSORIES [NOT USED] 35 2.4 SOURCE QUALITY CONTROL [NOT USED] 36 PART 3 - EXECUTION 37 3.1 INSTALLERS [NOT USED] 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 INSTALLATION CITY OF FORT WORTH WESTSIDE V--PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Projcct No.100378 July 2017 22 10 10-5 PLUMBING Page 5 of 7 1 A. Complete structural, mechanical, and electrical connections in accordance with 2 manufacturer's installation instructions and with the Drawings. Fasten each item of 3 equipment and piping securely to the building structure. 4 B. Do not fasten piping or conduit to any removable panel on equipment. 5 C. Install equipment and associated piping and other connections in a manner to prevent 6 conduction of sound to the framing and structural elements of the building. 7 D. Provide necessary material and labor to connect to the plumbing systems indicated 8 fixtures and equipment having plumbing connections. 9 E. Provide necessary material and labor to connect to the plumbing systems indicated 10 fixtures and equipment having plumbing connections and which are to be furnished by I 1 the Owner or are specified in other sections of these documents. 12 F. Provide fittings and appurtenances for complete, operating piping systems. 13 G. Complete the start-up procedures recommended by the manufacturer. 14 H. Joining to Existing Systems and Dissimilar Materials 15 1. General 16 a. Provide appropriate adapters recommended by the manufacturers of the various 17 materials; install as recommended by the manufacturers of the various materials. 18 2. Connections to Existing Piping 19 a. Where new Work connects to existing systems, match the material of the 20 existing system except as prohibited by the Local Authority or job conditions 21 cause the material to be in non-compliance with manufacturer's requirements. 22 3. Point of Connection 23 a. Determine horizontal and vertical location of connecting point before 24 proceeding with the installation. 25 b. Notify the Architect-Engineer before proceeding if there is discrepancy between 26 indicated and determined location. 27 4. Slope of Drainage,Systems 28 a. Determine available slope between building systems and point of connection for 29 discharge of building drain and of storm drain system. 30 b. Notify the Architect-Engineer before proceeding if there is discrepancy between 31 indicated and available slope. 32 I. Excavation, Trenching, and Backfilling(All Buried piping) 33 1. Beneath Slabs 34 a. Excavate carefully; do not destroy effect of capillary barrier, membrane, or 35 special fills. 36 J. Waste, Drain,Vent, and Sewer Piping 37 1. Slope 38 a. Comply with Code requirements. 39 2. In Trench 40 a. Excavate at point of origin and point of connection to existing system and at in- 41 trench high point of the new system. 42 b. Determine actual elevations of each. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVA'T'ED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 22 10 10-6 PLUMBING Page 6 of 7 1 c. Set grade using laser equipment designed for that purpose or obtain services of 2 registered public surveyor to set batter boards on maximum 20 foot spacing to 3 establish grade of trench bottom for the actual elevations encountered. 4 d. If the slope indicated on the Drawings cannot be obtained, notify the Architect- 5 Engineer before proceeding with the remainder of the excavation. 6 K. Roof and Deck Penetrations 7 1. Vent Pipes Through Roof(VTRs): 8 a. Extend VTRs 12" above top of roof. 9 b. Do not locate within code-prohibited distance of outside air intakes and operable 10 windows. 11 c. Offset VTRs in the attic so that they are minimum of 20 feet from outside air 12 intakes. 13 L. Floor Drains 14 1. Follow drain and membrane system manufacturer's requirements and 15 recommendations for installation of drains in waterproofing membranes. 16 3.5 [REPAIR] / [RESTORATION] [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Piping Testing 21 a. Water Piping 22 1) 100 psi hydrostatic pressure; four hours. 23 b. Waste, Drain, and Vent Piping 24 1) Plug openings and fill with water to the topmost vent opening; 24 hours. 25 2. Lead Testing 26 a. After final sterilization and flushing, test water at sink and other fixtures and 27 fittings from which water for human consumption may be obtained for lead 28 content. Submit report of test results in parts per billion(ppb). 29 b. If lead content exceeds 20 ppb, flush system or implement other remedies or 30 submit test results that indicate the ppb to be no higher than that of the water 31 where the project water service joins to the existing water source. 32 c. Put systems into operation. 33 d. Test equipment performance. 34 e. Adjust equipment for correct capacities. 35 3.8 SYSTEM STARTUP [NOT USED] 36 3.9 ADJUSTING [NOT USED] 37 3.10 CLEANING 38 A. Water System,Sterilization 39 1. Initial Sterilization 40 a. After completion of work on the water lines, thoroughly sterilize as prescribed 41 by AWWA Standard C601 or as specified herein. CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 22 l0 10-7 PLUMBING Page 7 of 7 1 b. After pressure tests have been made and before introducing the chlorinating 2 material, thoroughly flush the lines to be sterilized with water until entrained 3 dirt, oil, mud, and other pollutants are removed. 4 c. Place the chlorinating material directly into the lines to be sterilized in an 5 amount to provide a dosage of not less than 50 parts per million(ppm). 6 d. Retain the treated water in the line for the longer of time required to destroy 7 non-spore-forming bacteria, or for 24 hours. 8 e. Open and shut valves on the system being tested several times during the contact 9 period. to £ After acceptable sterilization, flush the system with potable water until the 11 residual chlorine is reduced to less than 0.1 ppm. 12 2. Maintained Sterile Condition. 13 a. Tape several samples of water from several points in the system daily and test 14 for bacterial contamination. 15 b. Repeat sterilization and sampling until tests indicate absence of bacteria for at 16 least two full days. 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 CITY ON FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECT City Project No.100378 July 2017 260500-1 COMMON WORK RESULTS FOR ELECTRICAL Pagel of 5 I SECTION 26 05 00 2 COMMON WORK RESULTS FOR ELECTRICAL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. All labor, materials and equipment required to install, test and provide an 7 operational, electrical system as specified and as shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 1.2.A.4 10 2. Deleted 1.4.B.4.b I 1 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Electrical Facilities 17 a. Measurement 18 1) Measurement for this Item shall be by lump sum. 19 b. Payment 20 1) The work performed and materials furnished in accordance to this Item 21 shall be paid for at the lump sum price bid for"Electrical Facilities". 22 c. The price bid shall include: 23 1) Furnishing and installing a complete electrical system 24 2) Wire 25 3) Cable 26 4) Conduit and related hardware 27 5) Supports 28 6) Excavation 29 7) Furnishing,placement and compaction of backfill 30 8) Hauling 31 9) Clean-up 32 2. Furnish and Install Electrical Service 33 a. Measurement 34 1) Measurement for electrical service shall be per each type and size furnished 35 and installed. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item shall be paid for at the unit price bid for"Furnish/Install Electrical 39 Service"shall be made at the price bid per each type and size installed. 40 c. The price bid shall include all aspects of completing the installation of electrical 41 service including, but not limited to: CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised November 22,2013 260500-2 COMMON WORK RESULTS FOR ELECTRICAL Page 2 of 5 I 1) Conduit 2 2) Pole risers 3 3) Meter base 4 4) Breaker box 5 5) Breakers 6 6) Coordination with Electrical Service Provider 7 3. Install Electrical Service 8 a. Measurement 9 1) Measurement for electrical service shall be per each type and size installed. 10 b. Payment I 1 1) The work performed and the materials furnished in accordance with this 12 Item shall be paid for at the unit price bid for"Install Electrical Service" 13 shall be made at the price bid per each type and size installed. 14 c. The price bid shall include all aspects of completing the installation of electrical 15 service including,but not limited to: 16 1) Conduit 17 2) Pole risers 18 4. Tri-CouM Electric Cooperative TCEC Installation Allowance 19 a. Measurement 20 1) Measurement for this item shall be lump sum. 21 b. Payment 22 1) Lump sum allowance for TCEC to install overhead electrical distribution 23 lines/poles within the Tri-CQjmty electrical easement in accordance with 24 TCEC specifications, inspection, and acceptance. 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the Iatest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Underwriters Laboratories, Inc. (UL) 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Where references are made to the Related Work paragraph in each Specification 34 Section, referring to other Sections and other Divisions of the Specifications, the 35 Contractor shall provide such information or Work as may be required in those 36 references, and include such information or Work as may be specified. 37 2, Division 26 requirements apply to electrical work provided under any division of 38 the Specifications 39 B. Service and Metering 40 1. Obtain service from the electric service provider at 1201240 Volts, Single Phase, 41 Three Wire, 60 Hz from transformer equipment furnished and installed by the 42 power company. 43 2. Power company responsibilities 44 a. Furnishing and installing the primary overhead conductors and pole line CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2013 260500-3 COMMON WORK RESULTS FOR ELECTRICAL Page 3 of 5 1 b. Furnishing and installing the transformer or riser pole, primary cutouts, 2 lightning arresters and grounding 3 c. Furnishing and installing primary conduits and cables 4 d. Furnishing and installing the transformer pad and grounding(if pad-mounted 5 transformer) 6 e. Furnishing and installing transformer 7 f Terminating underground primary cables 8 g. Furnishing metering current transformers (CT's), meter and meter wiring 9 h. Terminating secondary cables to the service transformer 10 i. Furnishing meter base and enclosure 11 3. Contractor responsibilities 1.2 a. Furnishing and installing secondary conduits and cables 13 b. Furnishing and installing power company approved metering current 14 transformer enclosure(if required by power company) 15 c. Installing meter base 16 d. Furnishing and installing an empty conduit with pull line from the metering 17 current transformer enclosure to the meter enclosure. Conduit size and type 18 approved by the power company 19 e. Coordinating electrical service installation with power company 20 4. City responsibilities 21 a. Negotiating with power company for the costs of new or revised services 22 23 C. Codes, Inspections and Fees 24 1. Obtain all necessary permits and pay all fees required for permits and inspections. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Materials and Equipment 31 I. New, except where specifically identified on the Drawings to be reused. 32 2. UL listed,where such listing exists. 33 3. Electrical service 34 a. Service type shall be as shown on the Drawings. 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD CONDITIONS [NOT USED] 37 112 WARRANTY 38 A. Manufacturer Warranty 39 1. Manufacturer's warranties are specified in each of the Specification Sections. CITY OF FORT WORTH WESTSIDE V-PART l-ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised November 22,2013 260500-4 COMMON WORK RESULTS FOR ELECTRICAL Page 4 of 5 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION 5 A. Interpretation of Drawings 6 1. Coordinate the conduit installation with other trades and the actual supplied 7 equipment. 8 2. Where circuits are shown as home runs: Provide fittings and boxes for complete 9 raceway installation. 10 3. Verify exact locations and mounting heights of lighting fixtures, switches and I 1 receptacles prior to installation. 12 3.3 PREPARATION [NOT USED] 13 3.4 INSTALLATION 14 A. Phase Balancing 15 I. Connect circuits on motor control centers and panelboards to result in evenly 16 balanced loads across all phases. I7 3.5 REPAIR 1 RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL ['RIOT USED] 20 3.8 SYSTEM STARTUP 21 A. Tests and Settings 22 1. Test systems and equipment furnished under Division 26. 23 2. Repair or replace all defective work. 24 3. Make adjustments to the systems as specified and/or required. 25 4. Prior to energizing electrical equipment, make all tests required by the individual 26 Specification sections. 27 a. Submit a sample test form or procedure. 28 b. Submit the required test reports and data within 30 days after the test. 29 c. Include names of all test personnel. 30 d. Initial each test. 31 5. Check wire and cable terminations for tightness. 32 6. Verify all terminations at transformers, equipment, capacitor connections, panels, 33 and enclosures by producing a 12 3 rotation on a phase sequence motor when 34 connected to A, B, and C phases. 35 7. Inspect, set, and test mechanical operation for circuit breakers, disconnect switches, 36 motor starters, and control equipment. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised November 22,2013 260500-5 COMMON WORK RESULTS FOR ELECTRICAL Page 5 of 5 1 S. Check interlocking, control and instrument wiring for each system and/or part of a 2 system to prove that the system will function properly as indicated by schematic 3 and wiring diagrams. 4 9. Schedule and coordinate testing with the City at least 2 weeks in advance. 5 10. Provide qualified test personnel, instruments and test equipment. 6 11. Refer to the individual equipment Sections for additional specific testing 7 requirements. 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Added installation only pay item for electrical services 16 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK and Water Main ,STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised November 22,2013 26 05 33-l RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 1 SECTION 26 05 33 2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and install complete raceway systems as shown on the Drawings and as 7 specified herein. 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 Norms and Conditions of the Contract 12 2. Division 1 General Requirements 13 3. Section 26 05 43 —Underground Ducts and Raceways for EIectrical Systems 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Conduits and Related Hardware, when a bid item for Electrical Facilities exists 17 a. Measurement 18 1) This Item is considered subsidiary to EIectrical Facilities. 19 b. Payment 20 1) The work performed and the materials furnished in accordance with this 21 Item are subsidiary to Electrical Facilities and shall be subsidiary to the 22 lump sum price bid for Electrical Facilities, and no other compensation will 23 be allowed. 24 2. Conduits and Related Hardware, when no bid item for EIectrical Facilities exists 25 a. Measurement 26 1) Measurement for conduit shall be per linear foot of the size, installation 27 method, and type of conduit installed. 28 2) Limits of measurement for conduit are from center to center between 29 ground boxes or poles, a combination of the two or to the termination point. 30 b. Payment 31 1) Payment for conduit shall be made at the price bid per linear foot of the 32 size, installation method, and type of conduit installed. 33 c. The price bid shall include: 34 1) Installation of Conduit and Related Hardware including, but not limited to: 35 a) Elbows 36 b) Couplings 37 c) Weatherheads 38 3. Conduit Boxes, when a bid item for Electrical Facilities exists 39 a. Measurement 40 1) This Item is considered subsidiary to Electrical Facilities. 41 b. Payment CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1 1) The work performed and the materials furnished in accordance with this 2 Item are subsidiary to Electrical Facilities and shall be subsidiary to the 3 lump sum price bid for Electrical Facilities, and no other compensation will 4 be allowed. 5 4. Conduit Boxes, when no bid item.for Electrical Facilities exists 6 a. Measurement 7 1) Measurement for this Item shall be per each Conduit Box installed per 8 location of installation. 9 b. Payment 10 1) The work performed and materials furnished in accordance to this Item 11 shall be paid for at the unit price bid for"Conduit Box" installed. 12 c. The price bid shall include: 13 1) Furnishing and installing the Conduit Box 14 2) Excavation 15 3) Furnishing,placement and compaction of backfill 16 4) Clean-up 17 1.3 REFERENCES 18 A. Reference Standards 19 1. Reference standards cited in this Specification refer to the current reference 20 standard published at the time of the latest revision date logged at the end of this 21 Specification, unless a date is specifically cited. 22 2. American National Standards Institute, Inc. (ANSI). 23 a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum 24 Conduit(ERAC). 25 3. National Electrical Manufacturers Association.(NEMA). 26 a. 250, Enclosures for Electrical Equipment(1000 Volt Maximum). 27 b. C80,1, Electrical Rigid Steel Conduit. 28 c. TC-2, Electrical Polyvinyl Chloride(PVC) Tubing and Conduit. 29 d. TC-3, Polyvinyl Chloride(PVC)Fittings for Use with Rigid PVC Conduit and 30 Tubing. 31 e. TC-7, Smooth-Walled Coilable Electrical Polyethylene Conduit. 32 4. National Fire Protection Association(NFPA) 33 a. 70---National Electrical Code(NEC). 34 1) Article 350, Liquidtight Flexible Metal Conduit: Type LFMC. 35 2) Chapter 9,Tables. 36 5. Underwriters Laboratories (UL) 37 a. 6, Electrical Rigid Metal Conduit Steel. 38 b. 51413, Conduit, Tubing and Cable Fittings. 39 c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. 40 B. All equipment components and completed assemblies specified in this Section of the 41 Specifications shall bear the appropriate label of UL. 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS CITY OF FORT WORTH WESTSIDF V-,PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 260533-3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 1 A. Product Data 2 1. Submit to the City, in accordance with Division 1, the manufacturers'names and 3 product designation or catalog numbers of all materials specified. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Qualifications 8 1. Manufacturers 9 a. Refer to Specification Section 01 60 00 for listing of approved manufacturers 10 for all materials. 11 1.10 DELIVERY, STORAGE,AND DANDLING 12 A. Storage and Handling Requirements 13 1. Handling: In accordance with manufacturer's instructions. 14 2. Storage 15 a. In accordance with manufacturer's instructions 16 b. Not exposed to sunlight 17 c. Completely covered 18 3. Materials showing signs of previous or jobsite exposure will be rejected. 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 112 WARRANTY 21 A. No separate warranty on conduit. 22 PART 2 - PRODUCTS 23 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 24 2.2 CONDUIT 25 A. Liquidtight Steel Flexible Metal Conduit 26 1. Interlocked steel core 27 2. PVC jacket rated for 80 degrees Celsius 28 3. Complies with NEC Article 350 29 4. Fittings 30 5. Extruded from 6063 T-1 alloy 31 6, Maximum 0.1 percent copper content 32 7. Conform to: 33 a. ANSI C80.5 34 b. UL-6 35 B. Rigid Steel Conduit 36 1. Hot dip galvanized 37 2. Threads: Hot galvanized alter cutting CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 26 05 33-4 RACEWAYS AND BOXES FOR ELECTRICAL,SYSTEMS Page 4 of 12 1 3. Conforms to: 2 a. NEMA C80.1 3 C. Rigid PVC Schedule 80 Conduit 4 1. Designed for use above ground and underground as described in the NEC 5 2. Resistant to sunlight 6 3. UL Labeled 7 4. Conforms to: 8 a. NEMA TC-2 9 b. UL 651 10 5. Fittings conform to: 11 a. NEMA TC-3 12 b. UL 514B 13 D. Rigid PVC Schedule 40 Conduit 14 1. Designed for use underground as described in the NEC 15 2. Resistant to sunlight 16 3. UL Labeled. 17 4. Conforms to: 18 a. NEMA TC-2 19 b. UL 651 20 5. Fittings conform to: 21 a. NEMA TC-3 22 b. UL 514E 23 E. High Density Polyethylene(HDPE) Conduit 24 1. Designed for use underground as described in the NEC 25 2. Resistant to sunlight 26 3. UL Labeled 27 4. Conforms to: 28 a. UL 651A 29 b. UL 651B 30 c. NEMA TC-7 31 F. Raceway Boxes 32 1. Use: Exposed raceway systems only 33 2. Boxes for underground systems: Refer to Section 26 05 43. 34 3. Box size 35 a. Distance between each raceway entry inside the box and the opposite wall:Not 36 be less than 6 times the trade size of the largest raceway in a row. 37 b. Distance shall be increased for additional entries by the amount of the sum of 38 the diameters of all other raceway entries in the same row on the same wall of 39 the box. 40 c. Each row calculated individually, and the single row that provides the 41 maximum distance used to size box. 42 2,3 ACCESSORIES 43 A. Conduit Outlet Bodies CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 1 1. Up to and including 2-112 inches 2 a. Conduit outlet bodies and covers: Galvanized steel 3 b. Captive screw-clamp cover 4 c. Neoprene gasket 5 d. Stainless steel screws and clamps 6 2. Larger than 2-112 inches 7 a. Use junction boxes. 8 B. Conduit Hubs 9 1. Watertight 10 2. Threaded galvanized steel 11 3. Insulated throat 12 4. Stainless steel grounding screw 13 C. Grounding Bushings 14 1. Insulated lay-in lug grounding bushings 15 2. Tin-plated copper grounding path 16 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees 17 Celsius 18 4. Plastic insert cap each bushing 19 S. Lug size: Sufficient to accommodate maximum ground wire size required by the 20 NEC for the application 21 D. Raceway Sealant 22 1. Use for sealing of raceway hubs, entering or terminating in boxes or enclosures 23 where shown or specified 24 E. Conduit Penetration Seals 25 1. Use for conduit wail and floor seals 26 F. Conduit and related hardware 27 1. All polyvinyl chloride conduits, including elbows and couplings shall be schedule 28 40 PVC conduit, conforming to Federal Specification W-6.1094 and Underwriters' 29 Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the 30 Drawings. 31 2. Rigid metal conduit shall be steel,hot-dipped galvanized inside and outside. 32 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on 33 type. 34 G. Expansion/Deflection Fittings 35 1. Use 36 a. Embedded in concrete 37 b. Exposed 38 2. Description 39 a. Internal grounding 40 b. 4 inch movement 41 c. Stainless steel/cast iron 42 H. Expansion Fittings CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1 1. Galvanized steel 2 2. 8 inch movement 3 3. Internal grounding 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 APPLICATION 10 A. Interface with Other Work 11 1. Coordinate the placement of conduit and related components with other trades and 12 existing installations. 13 B. Unless shown on the Drawings or specified otherwise, the conduit type installed with 14 respect to the location shall be as follows: 15 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 16 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 17 3. Exposed: Rigid galvanized steel 18 4. Final connection to equipment subject to vibration: Liquidtight Steel FIexible Metal 19 Conduit 20 C. Box Applications 21 1. Furnish raceway junction,pull and terminal boxes with NEMA ratings for the 22 location in which they are installed. 23 2. Exposed switch,receptacle and lighting outlet boxes and conduit fittings: 24 Galvanized steel 25 3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or 26 enclosure is prohibited 27 D. Conduit Outlet Bodies Applications 28 1. Conduits up to and including 2-112 inches: Conduit outlet bodies may be used, 29 except where junction boxes are shown or otherwise specified 30 2. Conduits larger than 2-112 inches: Use junction boxes 31 E. Conduit Hub Applications 32 1. Unless specifically stated herein or described on the Drawings, all raceways shall 33 terminate at an outlet with a conduit hub. Locknut or double locknut terminations 34 will not be permitted. 35 F. Insulated Grounding Bushing Applications 36 1. Use: Terminate raceways at bottom entry to pad-mounted electrical equipment or 37 switchgear,if there is no wall or floor pan on which to anchor or terminate the 38 raceway. CITY OF FORT WORTH WESTSIDE V--PART i -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 12 1 2. Other raceways: Terminate on enclosures with a conduit hub. 2 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be 3 pulled. 4 G. Conduit Fittings Applications 5 1. Combination expansion deflection fittings: Install where conduits cross structure 6 expansion joints, on conduit transitions from underground to above ground, and 7 where installed in exposed conduit runs such that the distance between expansion- 8 deflection fittings does not exceed 150 feet of conduit run. 9 2. Expansion fittings: Install in lieu of a combination expansion-deflection fitting, on 10 the exposed side of conduit transitions from underground to above ground, where 11 the earth has been disturbed to a depth of more than 10 feet. 12 H. Conduit Penetration Seals Applications 13 1. Conduit wall seals: Use where underground conduits penetrate walls or at other 14 locations shown on the Drawings 15 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at 16 other locations shown on the Drawings 17 I. Conduit Tag Applications 18 1. Tag all conduits within 1 foot of the entry of equipment, and wall and floor 19 penetrations. 20 2. Tag all underground conduits and ducts at all locations, exiting and entering from 21 underground, including manholes and handholes. 22 J. Raceway Installation 23 1. No conduit smaller than 11/a inch electrical trade size. 24 2. No more than the equivalent of 3 - 90 degree bends in any 1 run. 25 3. Do not pull wire until the conduit system is complete in all details. 26 4. Install all underground raceways in accordance with Section 26 05 43. 27 5. Where raceways enter or leave the raceway system, where the raceway origin or 28 termination, could be subjected to the entry of moisture,rain or liquid of any type, 29 particularly where the termination of such raceways terminate in any equipment, 30 new or existing at a lower elevation, such raceways shall be tightly sealed, using 31 watertight sealant (Duxseal or equal), at the higher elevation, both before and after 32 the installation of cables, such that there shall be no entry of water or moisture to 33 the Raceway System at any time. Any damage to new or existing equipment, due to 34 the entrance of moisture from unsealed raceways, shall be corrected by complete 35 replacement of such equipment, at no cost to the City. Cleaning or drying of such 36 damaged equipment will not be acceptable. 37 6. Conduit supports, for other than for underground raceways: Space at intervals of 8 38 feet or less as required to obtain rigid construction. 39 7. Single conduits: Support with I hole pipe clamps in combination with 1 screw back 40 plates, to raise conduits from the surface. 41 8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal 42 members and threaded hanger rods not less than 318 inch in diameter. 43 9. Surface mounted panel boxes,junction boxes, and conduit: Supported by strut to 44 provide a minimum of 1/2 inch clearance between wall and equipment. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TAMC and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 12 1 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps, 2 Use concrete inserts of the spot type where attached to concrete surfaces. 3 11. Conduits on exposed work 4 a. Install at right angles to and parallel with the surrounding wall. 5 b. Conform to the form of the ceiling. 6 c. No diagonal runs. 7 d. Provide concentric bends in parallel conduit runs. 8 e. Install conduit perfectly straight and true. 9 12. Conduits terminated into enclosures: Install perpendicular to the walls where 10 flexible liquidtight or rigid conduits are required. 11 a. Do not use short sealtight elbow fittings for such terminations, except for 12 connections to instrumentation transmitters where multiple penetrations are 13 required. 14 13. Use insulated throat grounding bushings for conduits containing equipment 15 grounding conductors and terminating in boxes. Connect grounding conductors to 16 the box. 17 14. Install conduits using threaded fittings. Do not use running threads. 18 15. PVC conduit: Use glued type conduit fittings. 19 16. HDPE conduit: Use fittings by same manufacturer as conduit. 20 17. Liquidtight flexible steel conduit 21 a. Primary and secondary of transformers 22 b. Generator terminations 23 c. Other equipment where vibration is present 24 d. Connections to instrumentation transmitters,where multiple penetrations are 25 required 26 e. Do not use in other locations. 27 £ Maximum length: Not greater than that of a factory manufactured long radius 28 elbow of the conduit size being used 29 g. Maximum bending radius:Not less than that shown in the NEC Chapter 9, 30 Table 2, "Other Bends". 31 h. Do not use BX or AC type prefabricated cables. 32 18. Conduits passing through openings in walls or floor slabs: Seal remaining openings 33 against the passage of flame and smoke. 34 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit sealing 35 bushings. 36 20, Raceways terminating in Control Panels or boxes containing electrical equipment 37 a. Do not install to enter from the top of the panel or box. 38 b. Seal with a watertight sealant: Duxseal or equal 39 21, Conduit 40 a. The Contractor will be required to coordinate with all local utility companies, 41 long distance communication companies, City utilities, railroad companies, and 42 Dig Tess if applicable, to ascertain exact locations of conflicting underground 43 services. 44 b. The location of conduits and ground boxes are diagrammatic only and may be 45 shifted by the Inspector to accommodate field conditions. 46 c. The maximum allowable overcut shall be 1 inch(25 mm) in diameter for bores. CITY OF FORT WORTII WESTSIDE V-PART l -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 1 d. The vertical and horizontal tolerances shall not exceed 18 inches (457 mm) as 2 measured from the intended target point for bores. 3 e. The use of a pneumatically driven device for punching holes beneath the 4 pavement(commonly known as a "missile")will not be permitted. 5 f. Conduit installed for future use shall have a non-metallic,nylon type pull string 6 and shall be capped using standard weather tight conduit caps, as approved by 7 the Inspector. 8 g. The Contractor shall place duct seal or foam at the ends of all conduit where 9 conductors and/or cables are present. 10 h. New Conduit 1 I 1) All underground conduit shall be schedule 40 PVC conduit. 12 2) All conduit or raceways above ground shall be rigid metal. 13 3) All conduit and fittings shall be of the sizes and types shown on the 14 Drawings. 15 4) Each section of conduit shall bear evidence of approval by Underwriter's 16 Laboratories. 17 5) Conduit terminating in posts or pedestal bases shall not extend vertically 18 more than 3 inches above the concrete foundation. 19 6) Field bends in conduit shall have a minimum radius of 12 diameters of the 20 nominal size of the conduit. 21 7) Exposed vertical conduit shall be galvanized rigid metal, and reamed and 22 couplings made tight. PVC conduit shall be joined by the solvent--weld 23 method in accordance with the conduit manufacturer's recommendations. 24 8) No reducer couplings shall be used unless specifically indicated on the 25 Drawings. 26 9) Conduit and fittings shall have burrs and rough places smoothed and shall 27 be clean and free of obstructions before the cable is installed. 28 10) Field cuts shall be made with a hacksaw only, and shall be square and true 29 so that the ends will butt or come together for the full diameter thereof. 30 a) In no case shall a cutting torch be used to cut or join conduit. 31 11) Slip joints or running threads will not be permitted for coupling conduit 32 unless approved by the Inspector. 33 12) When a standard coupling cannot be used, an approved union coupling 34 shall be used and shall provide a water-tight coupling between the conduit. 35 13) Couplings shall be properly installed to bring their ends of connected 36 conduit together to produce a good rigid connection throughout the entire 37 length of the conduit run. 38 14) Where the coating on a rigid metal conduit run has been damaged in 39 handling or installation, such damaged parts shall be thoroughly painted 40 with rust preventive paint. 41 15) Ends of conduits shall be capped or plugged until installation of the wire is 42 complete. 43 16) Upon request by the Inspector, the Contractor shall draw a full-size metal 44 wire brush, attached by swivel joint to a pull tape, through the metal 45 conduit to insure that the conduit is clean and free from obstructions. 46 17) Conduits shall be placed in an open trench at a minimum 24 inches (612 47 mm) depth below the curb grade in the sidewalk areas, or 18 inches (450 48 nun)below the finished street grade in the street area. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 26 05 33-10 ILACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 1 18) Conduit placed for concrete encasement shall be secured and supported in 2 such a manner that the alignment will not be disturbed during placement of 3 the concrete. 4 a) No concrete shall be placed until all of the conduit ends have been 5 capped and all box openings closed, 6 19) PVC conduit, which is to be placed under existing pavement, sidewalks, 7 and driveways, shall be placed by first providing a void through which the 8 PVC conduit shall be inserted. 9 a) The void may be made by boring. 10 b) Use of water or other fluids in connection with the boring operation I l will be permitted only to lubricate cuttings. 12 c) Water jetting will not be permitted. 13 20) If it is determined by the Inspector that it is impractical to place the conduit 14 by boring as outlined above due to unforeseen obstructions, written 15 permission may be granted by the Traffic Services Manager or designee for 16 the Contractor to cut the existing pavement. 17 21) Pits for boring shall not be closer than 2 feet(6 12 mm)to the back of the 18 curb or the outside edge of the shoulder. 19 a) The boring method used shall not interfere with the operation of streets, 20 highways, or other facilities, and shall not weaken or damage any 21 embankment structure, or pavement. 22 22) Backfill - Compaction&Density Test for All Ditchlines 23 a) All ditchlines within paving areas of existing and proposed streets and 24 within 2 feet (600 mm) back of curb are to be mechanically tamped. 25 b) All tamping is to be density controlled to 90 percent standard proctor 26 density at optimum moisture content and no greater than 5 percent 27 optimum or less than 2 percent below optimum. 28 c) All backfill material is to be select native material, 6 inches (150 mm) 29 diameter clods and smaller. 30 d) It is permissible to put backfill in 6 inches to 8 inches (150 mm to 400 31 mm) lifts with densities being taken for each I feet(3 00 mm)of 32 compacted material on offsetting stations of 50 feet(15.9 M). 33 23) Provide adequately bent conduit and properly excavate so as to prevent 34 damage to the conduit or conductor by a bend radius which is too short. 35 24) All conduit runs shall be continuous and of the same material(metal only 36 or PVC only). 37 25) Where tying into existing conduit, the Contractor must continue with the 38 same material (metal to metal or PVC to PVC). 39 26) Each length of galvanized rigid metal conduit, where used, shall be reamed 40 and threaded on each end and couplings shall be made up tight. 41 27) White-lead paint or equal shall be used on threads of all joints. 42 28) Metal conduit and fittings shall have the burrs and rough places smoothed. 43 29) Where the coating on a metal conduit run has been damaged in handling or 44 installation, such damaged parts shall be thoroughly painted with rust 45 preventive paint. 46 i. Existing Conduit 47 1) Prior to pulling cable in existing underground conduit, the conduit shall be 48 cleaned with a mandrel or cylindrical wire brush and blown out with 49 compressed air. CITY OF FORT WORTH WESTSIDE V-PART [ -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260533-I1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 1 2) If conduit appears to be blocked, the Contractor shall make an attempt to 2 clear the conduit by rodding(The Contractor will not receive extra 3 compensation for rodding). 4 3) If the existing conduit cannot be used, the Contractor may be required to 5 repair and/or replace this conduit as directed by the Engineer. 6 a) Repair of this conduit will be paid for as "extra work" on a Change 7 Order. 8 4) The Inspector shall be notified prior to disconnection or removal of any 9 existing cable. 10 22. Conduits from external sources entering or leaving a multiple compartment 11 enclosure: Stub up into the bottom horizontal wireway or other manufacturer 12 designated area, directly below the vertical section in which the conductors are to 13 be terminated. 14 23. Conduits entering from cable tray: Stub into the upper section. 15 24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or 16 NEMA 7. 17 25. Conduit identification platens 18 a. Install on all power, instrumentation, alarm and control conduits at each end of 19 the run and at intermediate junction boxes and manholes. 20 b. Install conduit plates before conductors are pulled into conduits. 21 c. Coordinate exact identification plate location with the City at the time of 22 installation to provide uniformity of placement and case of reading. 23 26. Pull mandrels through all existing conduits that will be reused and through all new 24 conduits 2 inches in diameter and larger prior to installing conductors. 25 27. Install 3/16 inch polypropylene pull lines in all new conduits noted as spares or 26 designated for future equipment. 27 28. Install conduit to drain away from the equipment served. If conduit drainage is not 28 possible, use conduit seals to plug the conduits at the point of attachment to the 29 equipment 30 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, 31 present or future, in floor or ceiling construction. 32 30. Do not use running threads. 33 31. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated 34 spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 35 32. Locate conduits a minimum of 3 inches from steam or hot water piping. 36 a. Where crossings are unavoidable, locate conduit at least 1 inch from the 37 covering of the pipe crossed. 38 33. Conduits terminating at a cable tray 39 a. Support independently from the cable tray. 40 b. Provide conduit support within 1-feet of the cable tray. 41 c. Weight of the conduit not supported by cable tray 42 3.5 REPAIR/RESTORATION [NOT USED] 43 3.6 RE-INSTALLATION [NOT USED] 44 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 26 05 33-12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 12 t 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] b 3.1.3 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Lag DATE NA'vtE SUMMARY OF CHANGE 9 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIi"ICATION DOCUMENTS City Project No.100378 Revised December 20,2012 260543-1 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 1 of 7 r 1 SECTION 26 05 43 2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes. 6 1. Furnish and install a complete underground system of raceways, manholes and 7 handholes 8 2. Raceways for use in structural concrete are specified in Section 26 05 33,Raceways 9 and Boxes for Electrical Systems 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None, 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2, Division 1 —General Requirements 15 3. Section 03 30 00--Cast-in-Place Concrete 16 4. Section 26 05 33 Raceways and Boxes for Electrical Systems 17 5. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. This Item is considered subsidiary to the Electrical Facilities being installed 22 2. Payment 23 a. The work performed and the materials furnished in accordance with this Item 24 are subsidiary to the electrical facilities specified on the Drawings and shall be 25 subsidiary to the lump sum price bid for Electrical Facilities, and no other 26 compensation will be allowed. 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the Iatest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. American Association of State Highway and Transportation Officials (AASHTO) 33 a. M306—Standard Specification for Drainage Structure Castings. 34 3. Underwriters Laboratories, Inc. (UL). CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 260543--2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 2 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. Plastic duct spacers 6 B. Shop Drawings 7 1. Manholes, handholes and associated hardware S 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE II A. Qualifications 12 1. Manufacturers 13 a. Precast manholes: Manufactured in a NPCA(National Precast Concrete 14 Association) Certified Plant 15 1.10 DELIVERY,STORAGE,AND HANDLING 16 A. Storage and Handling Requirements 17 1. Handle and store material in accordance with manufacturer's instructions. 18 2. Store materials completely covered, do not expose materials to sunlight. 19 3. Materials showing signs of previous or jobsite exposure will be rejected. 20 1.11 FIELD [SITE] CONDITIONS 21 1.12 WARRANTY 22 A. No separate warranty for this equipment 23 PART 2 .. PRODUCTS 24 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Manufacturers 27 1. Manufacturer List 28 a. Refer to Section 0160 00. 29 B. Conduit 30 1. PVC Schedule 40 or HDPE 31 2. Refer to Section 26 05 33 32 3. Terminators: Same size and type as the raceway 33 C. Concrete cap for raceways and duct banks 34 1. Refer to Section 03 30 00. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 260543-3 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page of7 1 2. Red dye 2 a. 40 pounds per 10 cubic yards of concrete 3 D. Manholes and Handholes 4 1. Precast concrete 5 2. Designed for a AASHTO Class H2O load. 6 3. Sizes shown on Drawings 7 4. Manhole tops 8 a. Field removable 9 b. Stainless steel lifting eyes 10 5. Duct bank entries into the manhole or handbole 11 a. Centered on the entering wall 12 b. Contain the number and size of duct terminators to match the corresponding 13 duct bank 14 6. Concrete sump 15 a. Minimum dimensions: 12 inches x 12 inches x 2 inches deep 16 b. Located in the middle of the floor of the manhole or handhole, or as shown on 17 the Drawings 18 E. Manhole Covers 19 1. Heavy duty 20 2. 36 inch diameter 21 3. Machined gray iron 22 4. AASHTO M306 CL35B minimum 23 5. 40,000-pound proof load value(AASHTO Class H2O X 2.5) 24 6. Including frame 25 7. "Electric" or"Communication"raised lettering recessed flush on the cover 26 8. Drop handles 27 F. Castings 28 1. Made In the USA 29 2. Cast with the foundry's name and production date(example: mm/dd/yy) 30 3. True to pattern in form and dimension 31 4. Free from pouring faults, sponginess, cracks, blow holes, or other defects in 32 positions affecting strength and value 33 5. Angles: Filleted 34 6. Arises: Sharp and true 35 G. Hardware 36 1. Cable racks 37 a. Heavy duty 38 b. Non-metallic 39 c. Arm lengths of 8 inches, 14 inches and 20 inches, each supporting a load of not 40 less than 250 pounds at the outer end 41 d. Molded in 1 piece of U.L. listed glass reinforced nylon 42 c. Secured to the manhole and walls using drilled epoxy anchoring system, with 43 316 stainless steel bolts CITY OF FORT WORTH WEST'SIDE V-PART I-ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 260543-4 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 4 of 7 1 f. Arms vertically spaced not greater than 24 inches on center 2 2. Pulling irons 3 a. Copolymer polypropylene coated 112 inch diameter cable 4 b. Rated pulling strength: 7500 lbs 5 c. Polyethylene pulling iron pocket 6 d. Manholes: Recessed in wall opposite each duct entry 7 e. Handholes: Located near center of handhole floor 8 3. Ladders 9 a. Fiberglass reinforced plastic 10 b. Safety yellow II c. 18 inch rung width 12 d. 12 inch rung spacing 13 e. Furnish 2 Iadders, length 4 feet greater than the deepest manhole in the 14 underground system 15 H. Polyethylene Warning Tape 16 1. Red polyethylene film 17 2. 2 inches minimum width 18 3. Embedded metallic wire for location tracing 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 A. Verification of Conditions 25 1. Field verify the routing of all underground duct banks before placement 26 2. Modify the routing to avoid underground utilities or above ground objects 27 3. Provide any alternate routing of the duct banks to the City for approval before 28 installation 29 3.3 TRENCH EXCAVATION 30 A. Provide suitable room for installing manholes, bandholes, ducts and appurtenances 31 S. Furnish and place all sheeting,bracing and supports. 32 C. Excavate material of every description and of whatever substance encountered. 33 D. Pavement: Cut with saw, wheel or pneumatic chisel along straight lines before 34 excavating 35 E. Refer to Section 33 05 10. 36 3.4 INSTALLATION 37 A. Trench Excavation 38 1. Provide suitable room for installing manholes, handholes, ducts and appurtenances. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 260543-5 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 5 of 7 1 2. Furnish and place all sheeting, bracing and supports. 2 3. Excavate material of every description and of whatever substance encountered in 3 conformance with Section 33 05 10. 4 4. Pavement 5 a. Cut with saw, wheel or pneumatic chisel along straight lines before excavating. 6 5. Trenching and Compaction shall be in accordance with Section 33 05 10, 7 B. Special Techniques 8 1. Changes of direction 9 a. Less than 20 degrees 10 1) Use hotbox, strictly in conformance with the conduit manufacturer's 11 instructions 12 b. Greater than 20 degrees 13 1) Use long radius bends 14 2. Minimum raceway size between manholes or handholes shall be 2 inches 15 C. Slopes 16 1. Install raceways to drain away from buildings. 17 2. Install raceways between manholes or handholes to drain toward the manholes or 18 handholes. 19 3. Slopes 20 a. At least 3 inches per 100 feet 21 D. Lay raceway lines in trenches on sand bedding. 22 E. Plastic spacers 23 1. Not more than 4 feet apart 24 2. Provide not less than 2 inch clearance between raceways. 25 F. Raceway banks cover: 24 inches 26 G. Raceway terminations at manholes: Terminator for PVC conduit 27 H. Blank duct plugs 28 1. Use to seal the ends of all unused ducts in the duct system 29 2. Installed where ducts enter manholes or bandholes, and at entrances and exits to the 30 underground system 31 I. Raceways entering or exiting the underground system,rising to higher elevation 32 1. Seal at higher elevation before and after the installation of cables 33 2. No entry of water or moisture to the Underground System at any time 34 J. Complete duct system before pulling any wire. 35 K. Swab all raceways clean before installing cable. 36 L. Cables in manholes and handholes 37 1. Train, support and restrain on cable racks. 38 2. Route cables passing duct entrances above all duct entrances. 39 3. Do not route cable in front of or below duct bank entrances. 40 4. Install polyethylene warning tape trench above each raceway or duct bank. CITY OF FORT WORTH WESTSIDE V -PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 26 05 43-6 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 6 of 7 1 M. Tag all underground conduits at all locations exiting and entering from underground, 2 including manholes and handholes 3 3.5 REPAIR/RESTORATION 4 A. Remove and replace sub grade soils which become soft, loose or otherwise 5 unsatisfactory as a result of inadequate excavation, dewatering or other trenching 6 methods, using gravel fill. 7 B. Existing pavement 8 1. Saw cut and repair existing pavements above new and modified existing duct 9 banks. 10 2. Cut along straight lines. 11 3. Replace pavement with the same type and quality of the existing paving. 12 C. Grassy areas 13 1. Remove and replace sod, or 14 2. Loam and reseed surface 15 3.6 RE-INSTALLATION 16 A. Backfilling 17 1. Remove materials unsuitable for backfilling. 18 2. Trench fill 19 a. Common fill material 20 b. Void of rock or other non-porous material 21 c. Layers not to exceed 8-inches in loose measure 22 d. Compact to 90 percent standard Proctor density at optimum moisture content of 23 ±4 percent 24 e. Mounded 6-inches above existing grade 25 3. Existing grass, loam or gravel surface 26 a. Remove surface material 27 b. Conserve 28 c. Replace to the full original depth 29 4. Paved areas or designated future paved areas 30 a. Backfill with select fill material 31 b. Layers not to exceed 8-inches loose measure 32 c. Compact to 95 percent standard Proctor density at optimum moisture content of 33 ±3 percent 34 5. Compaction 35 a. Hand or pneumatic tamping with tools weighing at least 20 pounds 36 b. Place material being spread and compacted in layers not over 8-in loose thick. 37 c. Sprinkle in conjunction with rolling or ramming, if needed to achieve required 38 compaction 39 6. Do not place bituminous paving in backfill. 40 7. Do not use water jetting as a means of consolidating or compacting backfill. 41 8. Road surfaces 42 a. Broom and hose-clean immediately after backfilling 43 b. Employ dust control measures at all times. CITY OF TORT WORTH WESTSME V-PART 1 -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 260543-7 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 7 of 7 1 3.7 CLEANING 2 A. Remove all rubbish and debris from inside and around the underground system. 3 B. Remove dirt, dust, or concrete spatter from the interior and exterior of manholes, 4 handholes and structures,using brushes, vacuum cleaner or clean, lint free rags. 5 C. Do not use compressed air. 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK and Water Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 26 09 10-1 INSTRUMENTATION Pagel of5 1 SECTION 26 09 10 2 INSTRUMENTATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. General requirements for the instrumentation. 7 2. Auxiliary and accessory devices necessary for system operation or performance, 8 such as relays, din connectors, or terminals to interface with other Sections of these 9 Specifications, shall be included. 10 B. 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 I - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the various Facilities being installed. 18 2.Payment 19 a. The work performed and materials furnished in accordance with this Item and 20 measured as provided under"Measurement"are included in the total lump slum 21 price. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this specification refer to the current reference standard 25 published at the time of the latest revision date logged at the end of this 26 specification,unless a date is specifically cited. 27 2. National Electrical Code,NFPA 70 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS 30 A. Submit catalog literature, specification material and installation and operation manual 31 for each instrument and device specified herein. 32 B. Submit outline and dimensional drawings and wiring diagrams to Engineer for review. 33 C. Submit shop drawings for including wiring and dimensional outlines. Shop drawings 34 shalI include ISA loop drawings. Loop drawings shall include all device terminal 35 numbers and wire numbers. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 October 2017 26 09 10-2 INSTRUMENTATION Page 2 of 5 1 1.6 AC'T'ION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS 4 A. Six (6)weeps prior to the completion of the project, compile an Operations and 5 Maintenance Manual on the instrumentation equipment. These manuals shall include 6 detailed instructions,periodic calibration requirements and maintenance, as well as 7 recommended spare parts lists. 8 B. Submit for 6 copies for review. 9 1.9 QUALITY ASSURANCE 10 A. Qualifications 11 1. Manufacturers 12 a. Firms regularly engaged in manufacture of products of this type, and whose 13 products have been in satisfactory use in similar service for not less than 5 14 years. 15 2. Installers 16 a. Qualified with at least 5 years of successful installation experience on projects 17 with work similar to that required for this project. 18 B. Certifications I9 1. NEC Compliance 20 a. Comply with the National Electrical Code,NFPA 70, as applicable to wiring 21 and other electrical construction of the unit. 22 2. UL Compliance 23 a. Provide components with UL listing and labeling for applicable UL categories. 24 Custom panels, control panels, and instrument panels and the like shall be 25 manufactured by a fabricator approved as a UL508A shop and shall bear a UL 26 508A(UL Industrial Control Panel) label. 27 3. Provide complete unit and installation to conform with NFPA-90A. 28 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 1.13 SYSTEM RESPONSIBILITY 32 A. The contractor shall assume complete "SYSTEM RESPONSIBILITY' for the 33 instrumentation system. "System Responsibility" shall mean that the Contractor is 34 responsible for the overall operation, satisfactory performance, and integration of the 35 individual components into the whole system so that the entire system functions in 36 whole and in its parts as intended by the Contract Documents. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 October 2017 260910-3 INSTRUMENTATION Page 3 of 5 I PART2 - PRODUCTS 2 2.1 OWNER-FURN1SHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 MATERIALS 4 A. Remote Terminal Unit 5 1. Provide space in enclosure for mounting of HSQ SCADA equipment as indicated 6 on the drawings. The Owner will furnish and install HSQ CPU, I/O modules, 7 licensed 928/952 licensed radio, antenna, and antenna cable and associated 12 vdc 8 and 24 vdc power supplies. All other equipment and devices shall be furnished as 9 indicated on the drawings. 10 2. Furnish and install wire and tag for 1/0 shown on the RTU 1/0 Schedule. Submit 11 wiring diagram including polarity tags of do loops of I/O to be connected to RTU. 12 3. Provide surge suppressor on 120 vac power, control relay for loss of power 13 indication and intrusion switch on enclosure. 14 4. The City will program the RTU and make programming changes to the main 15 computer at the Holly Water Treatment Plant SCADA building. 16 5. All activities for SCADA work must be coordinated though water production 17 Division staff in advance. Contact Tim Allen, Fort Worth Water Production(817- 18 925-7236). 19 B. Elevated,Storage Tank Level (Pressure)Transmitters 20 1. The Ground Storage Tank Ievel transmitter shall be loop powered pressure 21 transmitter installed at the location as shown on the plans and in accordance with 22 the manufacturer's recommendations. The transmitter shall incorporate an integral 23 LCD digital display reading in engineering units. The pressure and level 24 transmitters shall be provided with a 1/2-inch MNPT and'/4-inch FNPT pressure 25 connection of 316L stainless steel with a ceramic measuring diaphragm. The 26 pressure and level transmitters shall have an accuracy of 0.2%with a 10:1 27 turndown and zero adjustability of—10 to+100%. The transmitters shall be field 28 programmable using integral pushbuttons as well as a HART hand held 29 programmer. The pressure transmitters shall be provided with a stainless steel 30 mounting bracket and bleed and block manifold valve for case of calibration. The 31 level and pressure transmitters shall be a Rosemount 2051 with a bleed and block 32 valve manifold. 33 2. The transmitters shall incorporate an integral LCD digital display reading in 34 engineering units. The transmitters shall be provided with a '/2-inch MNPT and 1/4- 35 inch FNPT pressure connection of 316L stainless steel with a ceramic measuring 36 diaphragm. The transmitter electronics enclosure shall be epoxy coated cast 37 aluminum with a 1/2-FNPT conduit entry and glass viewing window for the integral 38 LCD display and shall be suitable for NEMA 4X operation. The transmitter shall 39 be field programmable using integral pushbuttons as well as a HART hand held 40 programmer. The pressure transmitter shall be provided with a pressure range 41 suitable for the intended line pressure. The pressure transmitter shall include 42 transient protector. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS---WATER FACILITY PROJECTS City Project No. 100378 October 2017 2609 10-4 INSTRUMENTATION Page 4 of 5 1 3. One level transmitter shall measure pressure before the modulating valve and the 2 other shall measure after the modulating valve. The pressure transmitter after the 3 modulating valve shall be for measuring bowl level. The pressure of the fill line 4 shall be suppressed such the 4.20 mA signal represents 0- 35' of head range in the 5 bowl. 6 4. Furnish one(1) hand held programmer to the City for maintaining the new pressure 7 transmitter. 8 C. Heat Tracing 9 1. Water lines for tank level pilot sensing lines (tubing) shalt be heat traced and 10 insulated. Electric heat tracing shall be self-limiting type, 120 v AC, and shall be 11 rated 5 watts per foot unless otherwise indicated on the drawings. Wrap each 12 transmitter. Furnish Thermon type FP with braid and overall jacket. Secure heat 13 tape to piping with aluminum tape. 14 2. Furnish a Thermon ambient sensing thermostat,rated NEMA 4, with a switch 15 rating of 22 amps,model B4X-15140 for the heat tracing control. Insulation for 16 transmitters shall be O'Brien Flexpak or equal. Insulation for sensing lines shall be 17 O'Brien Flexpak strip insulation. Insulation for chlorine sensing lines shall be /z" 18 closed cell polyethylene therma-cel. Furnish Therma-Cel Insul-Tube or approved 19 equal. 20 3. Furnish a Type EPD (30 milliamp) ground fault circuit breaker in the panelboard 21 feeding the heat trace thermostat. 22 4. Provide Thermon end of line indicator lights to indicate that heat tracing is 23 operating. 24 D. Miscellaneous 25 1. Furnish intrusion detection devices for equipment, and hatches panels to be located 26 as indicated in the drawings. Intrusion Detectors shall be Class 9007 heavy duty 27 limit switches by Square-D, stainless steel proximity switches by Top Worx. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Permanently mount the instruments, and all required appurtenances in accordance with 36 manufacturer's requirements. All work shall be done in accordance with industry 37 standards, the NEC, ISA recommendations and in a workmanship like manner. 38 B. Calibrate, and test all instruments. 39 C. Certify that all instrument installations and calibrations are done in accordance with 40 ISA and the manufacturer's recommendations. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPF,CIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 October 2017 260910-5 INSTRUMENTATION Page 5 of 5 1 D. Provide completed ISA calibration sheets for all new instruments provided. 2 E. Ali surge suppression devices shall be grounded With minimum#8 ground wire. 3 3.5 [REPAIR] I [RESTORATION] [NOT USED] 4 3.6 RE-INSTALLATION [NOT USED] 5 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 313 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION CI'T'Y OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 October 2017 311000-1 SITE CLEARING Pagc 1 of 5 1 SECTION 31 10 00 2 SITE CLEARING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of sI�right-of-way, and other designated areas for construction 7 operations by removing and disposing of all obstructions including clearing and 8 grubbing and trees, when removal of such obstructions is not specifically shown on 9 the Drawings to be paid by other Sections. The City of Fort Worth's Urban 10 Forestry Ordinance governs all tree removals. Since the site is located in City of 11 Fort Worth's ETJ,Urban Forestry coordination is not anticipated. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified I.1.A.1 14 2. Modified 1.2.A.2.a 15 3. Added 1.2.A.2.b 16 C. Related Specification Sections include but are not necessarily limited to 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 --General Requirements 19 3. Section 02 41 13—Selective Site Demolition 20 4, Section 02 41 14—Utility Removal/Abandonment 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Site Clearing 23 1. Measurement 24 a. This Item is considered subsidiary to the structure or Items being placed. 25 2. Payment 26 a. Unit Price-The work performed and the materials furnished in accordance 27 with this Item are subsidiary to the structure or Items being placed and no other 28 compensation will be allowed. 29 b. Lump Sum Price-The work performed and the materials furnished in 30 accordance with this Item are included in the total lump surn price. 3I 3_ The price bid shall include: 32 1) Pruning of designated trees and shrubs 33 2) Removal and disposal of trees, structures and obstructions 34 3) Backfilling of holes 35 4) Cleanup 36 4, Tree Removal(typically included in"Site Clearing", but should be used if"Site 37 Clearing"is not a bid item) 38 a. Measurement 39 1) Measurement for this Item shall be per each. 40 b. Payment CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 1000-2 SITE CLEARING Page 2 of 5 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the unit price bid per each"Tree Removal"for: 3 a) Various caliper ranges 4 c. The price bid shall include: 5 1) Pruning of designated trees and shrubs 6 2) Removal and disposal of structures and obstructions 7 3) Grading and backfilling of holes 8 4) Excavation 9 5) Fertilization 10 6) Clean-up 11 5, Tree Removal and Transplantation 12 a. Measurement 13 1) Measurement for this Item shall be per each. 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item shall be paid for at the unit price bid per each"Tree Transplant"for: 17 a) Various caliper ranges 18 c. The price bid shall include: 19 1) Pruning of designated trees and shrubs 20 2) Removal and disposal of structures and obstructions 21 3) Moving tree with truck mounted tree spade 22 4) Grading and backfilling of holes 23 5) Replanting tree at temporary location(determined by Contractor) 24 6) Maintaining tree until Work is completed 25 7) Replanting tree into original or designated location 26 8) Excavation 27 9) Fertilization 28 10)Clean-up 29 1.3 REFERENCES [NOT USED] 30 1.4 ADMINSTRATIVE REQUIREMENTS 31 A. Permits 32 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 33 required by the City's Tree Ordinance. (www.FortWorthTexas.gov) 34 B. Preinstallation Meetings 35 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, 36 City Inspector, and the Project Manager for the purpose of reviewing the 37 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 38 prior to the meeting. 39 2. The Contractor will provide the City with a Disposal fetter in accordance to 40 Division 01. 41 1.5 -1.12 [NOT USED] 42 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December-20,2012 31 1000-3 SITE CLEARING Page 3 of 5 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION 5 A. Ali trees identified to be protected and/or preserved should be clearly flagged with 6 survey tape. 7 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 8 with the City,the Engineer and the Landowner, if necessary, to confirm trees to be 9 saved. 10 3.4 INSTALLATION 11 A. Protection of Trees 12 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. 13 Refer to the Drawings for tree protection details. 14 2. If the Drawings do not provide tree protection details,protected trees shall be 15 fenced by placing 6-foot tall metal T-posts in a square around the tree hunk with 16 the corners located on the canopy drip line,unless instructed otherwise. 17 3. When site conditions do not allow for the T-posts to be installed at the drip line, the 18 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 '/2 19 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 20 form the enclosure. 21 4. Do not park equipment, service equipment, store materials, or disturb the root area 22 under the branches of trees designated for preservation. 23 5. When shown on the Drawings, treat cuts on trees with an approved tree wound 24 dressing within 20 minutes of making a pruning cut or otherwise causing damage to 25 the tree. 26 6. Trees and brush shall be mulched on-site. 27 a. Burning as a method of disposal is not allowed. 28 B. Hazardous Materials 29 1. The Contractor will notify the Engineer immediately if any hazardous or 30 questionable materials not shown on the Drawings are encountered. This includes; 31 but not limited to: 32 a. Floor tiles 33 b. Roof tiles 34 c. Shingles 35 d. Siding 36 e. Utility piping 37 2. The testing,removal, and disposal of hazardous materials will be in accordance 38 with Division 1. 39 C. Site Clearing 40 1. Clear areas shown on the Drawings of all obstructions, except those landscape 41 features that are to be preserved. Such obstructions include, but are not limited to: 42 a. Remains of buildings and other structures CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 1000-4 SITE CLEARING Page of 1 b. Foundations 2 c. Floor slabs 3 d. Concrete 4 e. Brick 5 f. Lumber 6 g. Plaster 7 h. Septic tank drain fields 8 i. Abandoned utility pipes or conduits 9 j. Equipment 10 k. Trees 11 1. Fences 12 m. Retaining walls 13 n. Other items as specified on the Drawings 14 2. Remove vegetation and other landscape features not designated for preservation, 15 whether above or below ground, including, but not limited to: 16 a. Curb and gutter 17 b. Driveways 18 c. Paved parking areas 19 d. Miscellaneous stone 20 e. Sidewalks 21 f. Drainage structures 22 g. Manholes 23 h. Inlets 24 i. Abandoned railroad tracks 25 j. Scrap iron 26 k. Other debris 27 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 28 maintain traffic and drainage in accordance with Section 02 41 14. 29 4. In areas receiving embankment,remove obstructions not designated for 30 preservation to 2 feet below natural ground. 31 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 32 6. In all other areas,remove obstructions to 1 foot below natural ground. 33 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 34 off to ground level. 35 a. Removal of existing structures shall be as per Section 02 41 13. 36 D. Disposal 37 1. Dispose of all trees within 24 hours of removal. 38 2. All materials and debris removed becomes the property of the Contractor,unless 39 otherwise stated on the Drawings. 40 3. The Contractor will dispose of material and debris off-site in accordance with local, 41 state, and federal laws and regulations. 42 3.5 -3.14 [NOT USED] 43 44 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIF'ICAT'ION DOCUMENTS City Project No. 100378 Revised December 20,2012 31 1000-5 SITE CLEARING Page of 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1 AA Permits: Removed ordinance number and added City's website address 2 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 31 23 16-1 UNCLASSIFIED EXCAVATION Page I of 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1 - GENERAL 4 1.1 SUMMARY 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 involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. Added 1.2.A.1 16 2. Modified 1.2.A.2.a 17 3. Added 1.2.A.2.b 18 4. Deleted 1.2.A.3 19 5. Deleted 1.2.A.4 20 6, Modified 1.10.A.1 21 C. Related Specification,Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Norms and Conditions of the Contract 23 2. Division I —General Requirements 24 3. Section 31 23 23—Borrow 25 4. Section 31 24 00—Embankments 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Unclassified Excavation 28 1. Measurement 29 a. This Item is considered subsidiary to the structure or Items being placed. 30 2. Payment 31 a. Unit Price-The work performed and the materials furnished in accordance 32 with this Item are subsidiary to the structure or Items being placed and no other 33 compensation will be allowed. 34 b. Lump Sum Price- The work performed and the materials furnished in 35 accordance with this Item are included in the total lump sum price. 36 3. Exeavation by Platt Qttan+i 37 a. Me rA 38 1) Meftsufeffiet+t fef this Item shall be by the cubie yafd in its final positio ,.r 40 the Df&vvitig�3-. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 3123 16-2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 2 3 ,tmiess madified by Aftiele 11.04 of the Gen-, - 4 Conditions. Additional meastifemenis or-ealettla-fieffi will be nqade-w 5 . 6 b. Pft�affie 7 8 » will be paid fer- 9 al the unit priee bid per cubic yard of" » 10 11 faetafg, as these ape the Gentfaetaf's 12 13 aeeefE6nee with this Reffi and measured as mavided tmdef" " 14 willbe i elu d e a :. tU,.total r.,m sum 15 _ 16 4) Rn 17 2) Exeava-fian SH 18 3) DfJ4 19 4) Bust Gontfol 20 21 6) lla-ulitt 22 23 8) Seafifieadan 24 9) Glean up. 25 26 a. Nl,.,.,,.,v,.....e t 27 1) Measurement R)f 4iis hem shall be by the eubie yfff d in its final positio 28 . 29 30 32 e) The GapAfaetof will be paid faf the eubie yafdage of F;xe"Oed material 33 ,.le lale the xz�fe e between the two 4GLlV LLLGL{,vLL UJ 1.11V lL 34 d) Paf6a4 payments will be based an estifm+ed plflft qttamti 35 tems ealettlated by the 36 b. p 37 38 and fneastff ed as pfevided tmdef "will be paid faf at the tmi 39 ". 40 e. The pfiee bid shall inelade,: 41 4) F3 42 2) Excavation Safel 43 3) BFying 44 4) —Dust Control� 45 46 6)H-attliftg 47 48 8) Seftfifieatieft 49 9) Clean ap CITY OF FORT WORTH WESTSIDE V-PART i -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 31 23 16-3 UNCLASSIFIED EXCAVATION Page of 1 1.3 REFERENCES [NOT USED] 2 A. Definitions 3 1. Unclassified Excavation—Without regard to materials, all excavations shall be 4 considered unclassified and shall include all materials excavated. Any reference to 5 Rock or other materials on the Drawings or in the specifications is solely for the 6 City and the Contractor's information and is not to be taken as a classification of 7 the excavation. 8 1.4 ADMINSTRATIVE REQUIREMENTS 9 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 10 01, 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Excavation Safety 17 1. The Contractor shall be solely responsible for making all excavations in a safe 18 manner. 19 2. All excavation and related sheeting and bracing shall comply with the requirements 20 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 21 1.10 DELIVERY, STORAGE,AND HANDLING 22 A. Storage 23 1. Within Existing Rights-of-Way(ROW) 24 a. Soil may NOT be stored within existing ROW, casements or temporary 25 construction easements, unless specifically allowed in the Contract Documents. 26 b. Do not block drainage ways, inlets or driveways. 27 c. Provide erosion control in accordance with Section 3125 00. 28 d. When the Work is performed in active traffic areas, store materials only in 29 areas barricaded as provided in the traffic control plans. 30 e. In non-paved areas, do not store material on the root zone of any trees or in 31 landscaped areas. 32 2. Designated Storage Areas 33 a. If the Contract Documents do not allow the storage of spoils within the ROW, 34 easement or temporary construction easement, then secure and maintain an 35 adequate storage location. 36 b. Provide an affidavit that rights have been secured to store the materials on 37 private property. 38 c. Provide erosion control in accordance with Section 31 25 00. 39 d. Do not block drainage ways. CITY OF PORT WORTH WESTSIDE V-PART I ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 31 23 16-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 1.11 FIELD CONDITIONS 2 A. Existing Conditions 3 1. Any data which has been or may be provided on subsurface conditions is not 4 intended as a representation or warranty of accuracy or continuity between soils. It 5 is expressly understood that neither the City nor the Engineer will be responsible 6 for interpretations or conclusions drawn there from by the Contractor. 7 2. Data is made available for the convenience of the Contractor. 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 2.1 OWNER-FURNISHED [NOT USED] 11 2.2 PRODUCT TYPES AND MATERIALS 12 A. Materials 13 1. Unacceptable kill Material 14 a. In-situ soils classified as ML,MH,PT, OL or OH in accordance with ASTM 15 D2487 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 CONSTRUCTION 21 A. Accept ownership of unsuitable or excess material and dispose of material off-site 22 accordance with local, state, and federal regulations at locations. 23 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 24 during construction with eh exception of water that is applied for dust control. 25 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 26 properly dispose according to disposal plan. 27 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 28 proposed or existing structures. 29 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 30 City, 31 F. Shape slopes to avoid loosening material below or outside the proposed grades. 32 Remove and dispose of slides as directed. 33 G. Rock Cuts 34 1. Excavate to finish grades. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 31 23 16-5 UNCLASSIFIED EXCAVATION Page 5 of 5 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings, use approved embankment material compacted in 3 accordance with Section 31 24 00 to replace the over excavated at no additional 4 cost to City. 5 H. Earth Cuts 6 I. Excavate to finish subgrade 7 2. In the event of over excavation due to contractor error below the lines and grades 8 established in the Drawings, use approved embankment material compacted in 9 accordance with Section 3124 00 to replace the over excavated at no additional 10 cost to City. 11 3. Manipulate and compact subgrade in accordance with Section 3124 00. 12 3.5 REPAIR [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL 15 A. Subgrade Tolerances 16 1. Excavate to within 0.1 foot in all directions. 17 2. In areas of over excavation, Contractor provides fill material approved by the City 18 at no expense to the City. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modred Bid Item names in payment section to differentiate between Payment Methods on bid list. 27 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312323-1 BORROW Page 1 of 6 1 SECTION 3123 23 2 BORROW 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish,place and compact Borrow material for grading. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Added 1.2.A.1 9 2. Deleted 1.2.A.2 10 3. Deleted 1.2.A.3 11 4. Deleted 1.2.A.4 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 3123 16—Unclassified Excavation 16 4. Section 31 24 00---Embankments 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Borrow 20 a. Measurement 21 1) This Item is considered subsidiary to the structure or Items being.placed. 22 b. Payment 23 1) Unit Price- The work performed and the materials furnished in accordance 24 with this Item are subsidiary to the structure or Items being placed and no 25 other compensation will be allowed. 26 2) Lump Sum Price- The work performed and the materials furnished in 27 accordance with this Item are included in the total lump sum price. 28 2. Borfow by Pim Quantity 29 a. r xe fts,.. + 30 1) MeasufefaefA Faf this-heiii shall be by the e4hie yard in its final positio 31 tising the average end at:ea method. Limits of meastuefneflt afe shown 32 . 33 , ihis is 34 35 ,unless modified by 26fftiele 11.04 of the Gen 36 Conditions. Additional measwemefAs or ealeulatioiis will be ma 37 . 38 int CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10037$ Revised January 28,2013 312323-2 BORROW Page 2 of 6 1 1) Unit 2 "will be pfti 3 vriee bid per eubie yard of"Borrow Plan" far the various4 borrow matefials, No ad"iefal eaffipefis4ien will be allowed f6j�reek or 5 ' 6 7 fteeordamee with this item A�'; F. red as orovided tmder" ». 8 9 e. The pfiee bid shall inelude:. 10 4) Transporting of ha-ulieg ma4efial 11 , eampaeting and finishing B 12 13 4) Dust Central 14 5) Glean lip 15 16 4) Disposal of excess or waste matefia:l 17 18 19 a. meffstff r+ 20 4) NleasttfeiiiefA for t6is Rem shall be by the eubie yard in its firml positia 21 . 22 23 to obtain existing ground eeiaditieffs, 24 25 26 eale-ulated as the differ emee between the two surveys7 27 d) PaAial pE�)�et46 will be based an estiniated plan quanti 29 b, p 30 31 "will be paid far at the tmit 32 "Beff ow by » 33 a) Various B off ow rafftffials 34 e. The pfiee bid shall inelude! 35 36 ,eoffipaetieg and finishing Boffew 37 38 4) Glefl:n up 39 5)- Bust r,ontr„1 40 41 7) Disposal of e*eess of wfiste ffiatefial 42 8) Rework�rtg of feplaeement of undereut material 43 4. Bof few by Delivered Qtta-rA 44 a. m,,,,,,,,v,....ent 45 1) Measufewteftt fer this Rem shall be by the etthie ytffd of loose 430ffo 46 47 Gitj: 48 b. Payn+efit CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 28,2013 312323-3 BORROW Page 3 of 6 1 1) The wofk pef-formed and materials famished in aeeafdanee with this 14 2 "Meastff »will be paid fea--at the uni 3 ,' delivef ed to the Site an 4 5 6 e. The pfiee bid shall in4ade!. 7 1) T-fanspefting or hauling material 8 9 3) Genstfuefieft Water 10 Al -rrJ t Ycaii-cip 11 5) Dust Gentfal 12 $)Rxeaf Reding 13 7) Disposal of exeess of waste inatefia4 14 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. ASTM Standards 21 a. ASTM D2487, Standard Practice for Classification of Soils for Engineering 22 Purposes (Unified Soil Classification System) 23 b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and 24 Plasticity Index of Soils 25 c. ASTM D6913, Standard Test Methods for Particle-Size Distribution 26 (Gradation)of Soils Using Sieve Analysis 27 d. ASTM D698, Standard Test Methods for Laboratory Compaction 28 Characteristics of Soil Using Standard Effort(12,400 ft-lbf/ft3) 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] M 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to construction. 33 C. Submit laboratory tests reports for each soil borrow source used to supply general 34 borrow and select fill materials. 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 36 A. Shop Drawings 37 1. Stockpiled Borrow material 38 a. Provide a description of the storage of the delivered Borrow material only if the 39 Contract Documents do not allow storage of materials in the right-of-way of the 40 easement. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 28,2013 312323-4 BORROW Page of 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Borrow material shall be tested prior to delivery to the Site. 5 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material 6 from each source. 7 a. All testing listed above shall be performed in terms of ASTM D698,ASTM 8 D6913 and ASTM D4318-10 respectively. 9 1.10 DELIVERY, STORAGE,AND HANDLING 10 A. Delivery 11 1. Coordinate all deliveries and haul-off: 12 B. Storage 13 1. Within Existing Rights-of-Way(ROW) 14 a. Borrow materials may be stored within existing ROW, easements or temporary 15 construction easements, unless specifically disallowed in the Contract 16 Documents. 17 b. Do not block drainage ways, inlets or driveways. 18 c. Provide erosion control in accordance with Section 3125 00. 19 d. Store materials only in areas barricaded as provided in the traffic control plans. 20 e. In non-paved areas, do not store material on the root zone of any trees or in 21 landscaped areas. 22 2. Designated Storage Areas 23 a. If the Contract Documents do not allow the storage of Borrow materials within 24 the ROW, easement or temporary construction easement, then secure and 25 maintain an adequate storage location. 26 b. Provide an affidavit that rights have been secured to store the materials on 27 private property. 28 c. Provide erosion control in accordance with Section 3125 00. 29 d. Do not block drainage ways. 30 e. Only materials used for 1 working day will be allowed to be stored in the work 31 zone. 32 1.11 FIELD CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER-FURNISHED [NOT USED] 36 2.2 PRODUCT TYPES AND MATERIALS 37 A. Borrow 38 1. Additional soil beneath pavements, roadways, foundations and other structures 39 required to achieve the elevations shown on the Drawings. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312323-5 BORROW Page 5 of 6 1 2. Acceptable Fill Material 2 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 3 ASTM D2487 4 b. Free from deleterious materials, boulders over 6 inches in size and organics 5 c. Can be placed free from voids 6 d. Must have 20 percent passing the number 200 sieve 7 3. Blended Fill Material 8 a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 9 b. Blended with in-situ or imported Acceptable Fill material to meet the 10 requirements of an Acceptable Fill Material 11 c. Free from deleterious materials,boulders over 6 inches in size and organics 12 d. Must have 20 percent passing the number 200 sieve 13 4. Select Fill 14 a. Classified as SC or CL in accordance with ASTM D2487 15 b. Liquid limit less than 35 16 c. Plasticity index between 8 and 20 17 5. Cement Stabilized Sand(CSS) 18 a. Sand or silty sand 19 b. Free of clay or plastic material 20 c. Minimum of percent cement content of Type 1/1I portland cement 21 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 22 D1633,Method A 23 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 24 D1633,Method A 25 £ Mix in a stationary pug mill, weigh-batch or continuous nixing plant 26 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 27 2.4 ACCESSORIES [NOT USED] 28 2.5 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 INSTALLATION 34 A. All Borrow placement shall be performed in accordance to Section 3124 00. 35 3.5 REPAIR [NOT USED] 36 3.6 REINSTALLATION [NOT USED] 37 3.7 FIELD QUALITY CONTROL 38 A. Field quality control will be performed in accordance to Section 31 24 00. 39 3.8 SYSTEM STARTUP [NOT USED] CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312323-6 BORROW Page b of b 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING [NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [TOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment,Section modified;Blue Text added for clarification 1/28/13 D.Jobnson 1.2--Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 8 CITY OF FORT WORTH WESTSIDE V-PART! -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312400-1 EMBANKMENT'S Page 1 of 10 1 SECTION 3124 00 2 EMBANKMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of: 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Any other operation involving the placement of on-site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. Added 1.2.A.1 15 2, Deleted 1.2.A.2 16 3. Deleted 1.2.A.3 17 4. Modified 3.7.A.1 18 5. Modified 3.7.A.3 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 General Requirements 22 3. ,Section 31 23 16—Unclassified Excavation 23 4. Section 31 23 23—Borrow 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Embankments 27 a. Measurement 28 1) This Item is considered subsidiary to the structure or Items being placed. 29 b. Payment 30 1) Unit Price-The work performed and the materials furnished in accordance 31 with this Item are subsidiary to the structure or Items being placed and no 32 other compensation will be allowed. 33 2) Lump Sum Price- The work performed and the materials furnished in 34 accordance with this Item are included in the total lump sum price. 35 2. Embayikmeffts by Plm Quantity 36 ft. Measiifeffie 37 1) MeastffemerA for this Item shall be by the etibie yafd iii its final posifie 38 39 the Dravvings- CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312400-2 EMBANKMENTS Page 2 of 10 1 , kILULLJ 11l.LLLLLLLLy LLLNUsLLL\.111eLLL 1LeL 11. The l. —I p id is the quantity 3 shawfi iii the pfoposal,ttrAess modified by A--iele H.04 ofthe Gen 4 Conditions. Additional ffleesitfefents of ealoulations will be made 5 . b b. est 7 $ llem.and measured as pr-ovidedmandef »will be pai 9 "Embankmeta by a� 10 I ' 12 21 13 - - 15 14 15 16 17 , 18 3.1 j wiatruetionWaccr 19 4) Dust GarAfol 20 §) Glean tip 21 6) Pf oaf RoHing 22 23 24 25 Et. M,.,,,,,...,,m��, 26 4) Meastieement fait this item shall be by the eubie yafd in its final positio 27 eakul&ted iisifig the&vefage efid afea of eempasite mt4had. 28 a) The City vAR perform a fefefmee stffvey onee the Site has been eleafed 29 30 31 32 . 331.7 34 f, lvlated by the rn o0 1115,�GLil UL4�f lllell LJ VU 35 PayffietA 36 37 "will be paid fair at the tmi 38 " 39e. The priee bid shall; ,hide: Thli 40 41 , 42 3 Gons ..ueti„n W,.l_v 43 ) —dust-Control 44 3) Gley-trp 45 6) Pfaef 45 47 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANY, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised.Ian-aary 28,2013 312400-3 EMBANKMENTS Page 3 of 10 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification,unless a date is specifically cited. 6 2, ASTM Standards 7 a. ASTM D4318-10,Test Procedure for Determining Liquid Limit,Plastic Limit, 8 and Plasticity Index of Soils 9 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 10 Wax Method 11 c. ASTM D698-07el, Standard Test Methods for Laboratory Compaction 12 Characteristics of Soil Using Standard Effort 13 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 14 Characteristics of Soil Using Modified Effort 15 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 16 Weight and Water Content Range for Effective Compaction of Granular Soils 17 Using a Vibrating Hammer 18 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In-Place 19 by the Sand Cone Method 20 1.4 ADMINSTRATIVE REQUIREMENTS 21 A. Sequencing 22 1. Sequence work such that calls of proctors are complete in accordance with ASTM 23 D698 prior to commencement of construction activities. 24 1.5 SUBMITTALS 25 A. Submittals shall be in accordance with Section 0133 00. 26 B. All submittals shall be approved by the City prior to construction 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 28 A. Shop Drawings 29 1. Stockpiled material 30 a. Provide a description of the storage of the excavated material only if the 31 Contract Documents do not allow storage of materials in the right-of-way or the 32 easement 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY, STORAGE,AND HANDLING 37 A. Storage 38 1. Within Existing Rights-of-Way(ROW) 39 a. Soil may be stored within existing ROW, casements or temporary construction 40 easements,unless specifically disallowed in the Contract Documents. 41 b. Do not block drainage ways, inlets or driveways. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 28,20I3 312400-4 EMBANKMENTS Page 4 of 10 1 c. Provide crosion control in accordance with Section 31 25 00. 2 d. When the Work is performed in active traffic areas, store materials only in 3 areas barricaded as provided in the traffic control plans. 4 e. In non-paved areas, do not store material on the root zone of any trees or in 5 landscaped areas. 6 2. Designated Storage Areas 7 a. If the Contract Documents do not allow the storage within the ROW, easement 8 or temporary construction easement, then secure and maintain an adequate 9 storage location. 10 b. Provide an affidavit that rights have been secured to store the materials on 11 private property. 12 c. Provide erosion control in accordance with Section 3125 00. 13 d. Do not block drainage ways. 14 1.X1 FIELD CONDITIONS 15 A. Existing Conditions 16 1. Any data which has been or may be provided on subsurface conditions is not 17 intended as a representation or warranty of accuracy or continuity between soils. It 18 is expressly understood that neither the City nor the Engineer will be responsible 19 for interpretations or conclusions drawn there from by the Contractor. 20 2. Data is made available for the convenience of the Contractor. 21 1.1.2 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER-FURNISHED [NOT USED] 24 2.2 PRODUCT TYPES AND MATERIALS 25 A. Materials 26 1. Acceptable Fill Material 27 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 28 ASTM D2487 29 b. Free from deleterious materials,boulders over 6 inches in size and organics 30 c. Can be placed free from voids 31 d. Must have 20 percent passing the number 200 sieve 32 2. Blended Fill Material 33 a. In-situ soils classified as GW, GP, GM, SW, SP, or SM in accordance with 34 ASTM D2487 35 b. Blended with in-situ or imported acceptable backfill material to meet the 36 requirements of an Acceptable Backfill Material 37 c. Free from deleterious materials, boulders over 6 inches in size and organics 38 d. Must have 20 percent passing the number 200 sieve 39 3. Unacceptable Fill Material 40 a. In-situ soils classified as ML,MH, PT, OL or OH in accordance with ASTM 41 D2487 42 4. Select Fill 43 a. Classified as SC or CL in accordance with ASTM D2487 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPFCI.FICATION DOCUMENTS City Project No. 100378 Revised January 28,2013 312400-5 EMBANKMENTS Page 5 of 10 1 b. Liquid limit less than 35 2 c. Plasticity index between 8 and 20 3 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 4 2.4 ACCESSORIES [NOT USED] 5 2.5 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Protection of In-Place Conditions I1 1. Pavement 12 a. Conduct activities in such a way that does not damage existing pavement that is 13 designated to remain. 14 b. Repair or replace any pavement damaged due to the negligence of the 15 contractor outside the limits designated for pavement removal at no additional 16 cost 17 2. Trees 18 a. When operating outside of existing ROW, stake permanent and temporary 19 construction easements. 20 b. Restrict all construction activities to the designated easements and ROW. 21 c. Flag and protect all trees designated to remain in accordance with Section 31 10 22 00, 23 d. Conduct embankments in a manner such that there is no damage to the tree 24 canopy. 25 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 26 specifically allowed by the City. 27 1) Pruning or trimming may only be accomplished with equipment 28 specifically designed for tree pruning or trimming. 29 3. Above ground Structures 30 a. Protect all above ground structures adjacent to the construction. 31 4, Traffic 32 a. Maintain existing traffic, except as modified by the traffic control plan, and in 33 accordance with Section 34 71 13. 34 b. Do not block access to driveways or alleys for extended periods of time unless: 35 1) Alternative access has been provided 36 2) Proper notification has been provided to the property owner or resident 37 3) It is specifically allowed in the traffic control plan 38 3.4 INSTALLATION 39 A. Embankments General 40 1. Placing and Compacting Embankment Material CITY OF FORT WORTH WESTSIDE V-PART 1 --ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00378 Revised January 28,2013 31 2400-6 EMBANKMENTS Page 6 of 10 1 a. Perform fill operation in an orderly and systematic manner using equipment in 2 proper sequence to meet the compaction requirements 3 b. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 4 6 inches,unless otherwise shown on the Drawings 5 c. Place fill on surfaces free from trees, stumps, roots,vegetation, or other 6 deleterious materials 7 d. Bench slopes before placing material. 8 e. Begin filling in the lowest section or the toe of the work area 9 f. When fill is placed directly or upon older fill, remove debris and any loose 10 material and proof roll existing surface. 11 g. After spreading the loose lifts to the required thickness and adjusting its 12 moisture content as necessary, simultaneously recompact scarified material 13 with the placed embankment material. 14 h. Roll with sufficient number passes to achieve the minimum required 15 compaction. 16 i. Provide water sprinkled as necessary to achieve required moisture levels for 17 specified compaction 18 j. Do not add additional lifts until the entire previous lift is properly compacted. 19 2. Surface Water Control 20 a. Grade surface horizontally but provide with sufficient longitudinal and 21 transverse slope to allow for runoff of surface water from every point. 22 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 23 created. 24 c. Install temporary dewatering sumps in low areas during filling where excess 25 amounts of runoff collect. 26 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 27 free from humps and hollows that would prevent proper uniform compaction. 28 e. Do not place fill during or shortly after rain events which prevent proper work 29 placement of the material and compaction 30 f. Prior to resuming compaction operations,remove muddy material off the 31 surface to expose firm and compacted materials 32 B. Embankments for Roads 33 1. Only Acceptable Fill Material will be allowed for roadways 34 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 35 the finished grade of the street 36 3. Construct generally to conform to the cross section of the subgrade section as 37 shown in the Drawings. 38 4. Establish grade and shape to the typical sections shown on the Drawings 39 5. Maintain finished sections of embankment to the grade and compaction 40 requirements until the project is accepted. 41 C. Earth Embankments 42 1. Earth embankment is mainly composed of material other than rock. Construct 43 embankments in successive layers, evenly distributing materials in lengths suited 44 for sprinkling and rolling. 45 2. Rock or Concrete 46 a. Obtain approval from the City prior to incorporating rock and broken concrete 47 produced by the construction project in the lower layers of the embankment. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312400-7 EMBANKMENTS Page 7 of]0 1 b. No Rock or Concrete will be permitted in embankments in any location where 2 future utilities are anticipated. 3 c. When the size of approved rock or broken concrete exceeds the layer thickness 4 place the rock and concrete outside the limits of the proposed structure or 5 pavement. Cut and remove all exposed reinforcing steel from the broken 6 concrete. 7 3. Move the material dumped in piles or windrows by blading or by similar methods 8 and incorporate it into uniform layers. 9 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 10 ensure there are no abrupt changes in the material. 11 5. Break down clods or lumps of material and mix embankment until a uniform 12 material is attained. 13 D. Rock Embankments 14 1. Rock embankment is mainly composed of rock. 15 2. Rock Embankments for roadways are only allowed when specifically designated on 16 the Drawings. 17 3. Construct rock embankments in successive layers for the full width of the roadway 18 cross-section with a depth of 18-inches or less. 19 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 20 case. Fill voids created by the large stone matrix with smaller stones during the 21 placement and filling operations. 22 5. Ensure the depth of the embankment layer is greater than the maximum dimension 23 of any rock. 24 6. Do not place rock greater than 18-inches in its maximum dimension. 25 7. Construct the final layer with graded material so that the density and uniformity is 26 in accordance compaction requirements. 27 8. The upper or final layer of rock embankments shall contain no material larger than 28 4 inches in their maximum dimension. 29 E. Density 30 1. Compact each Iayer until the maximum dry density as determined by ASTM D698 31 is achieved. 32 a. Not Under Roadway or Structure: 33 1) areas to be compacted in the open, not beneath any structure,pavement, 34 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 35 edge of pavement, or back of curb. 36 a) Compact each layer to a minimum of 90 percent Standard Proctor 37 Density. 38 b. Embankments under future paving: 39 1) Compact each layer to a minimum of 95 percent standard proctor density 40 with a moisture content not to exceed+4 percent or-2 percent of optimum 41 moisture or as indicated on the Drawings 42 c. Embankments under structures: 43 1) Compacted each layer as indicated on the Drawings 44 F. Maintenance of Moisture and Reworking 45 1. Maintain the density and moisture content once all requirements are met. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312400-8 EMBANKMENTS Page 8 of 10 1 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 2 percentage points below optimum. 3 3. Rework the material to obtain the specified compaction when the material loses the 4 required stability, density, moisture, or finish. 5 4. Alter the compaction methods and procedures on subsequent work to obtain 6 specified density as directed by the City. 7 3.5 REPAIR [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD QUAILITY CONTROL 10 A. Field Tests and Inspections I1 1. Proctors 12 a. The City will peffofm Perform Proctors in accordance with ASTM D698. 13 b. Test results will genefally should be available to within 4 calendar days and 14 distributed to: 15 1) Contractor 16 2} City Project Manager 17 3) City Inspector 18 4) Engineer 19 c. Notify the City if the characteristic of the soil changes. 20 d. Perform new proctors for varying soils: 21 1) When indicated in the geotechnical investigation in the Appendix 22 2) If notified by the Contractor 23 3) At the convenience of the City 24 e. Embankments where different soil types are present and are blended,the 25 proctors shall be based on the mixture of those soils. 26 2. Proof Rolling 27 a. Embankments under Future Pavement 28 1) City Project Representative must be on-site during proof rolling operations. 29 2) Use equipment that will apply sufficient load to identify soft spots that rut 30 or pump. 31 a) Acceptable equipment includes fully loaded single-axle water truck 32 with a 1500 gallon capacity. 33 3) Make at least 2 passes with the proof roller(down and back— 1 pass). 34 4) Offset each trip by at most 1 tire width. 35 5) If an unstable or non-uniform area is found, correct the area. 36 6) Correct 37 a) Soft spots that rut or pump greater than 314 inch. 38 b) Areas that are unstable or non-uniform 39 7) If a non-uniform area is found then correct the area. 40 b. Embankments Not Under Future Paving 41 1) No Proof Rolling is required. 42 3. Density Testing of Embankments 43 a. Density Test shall be in conformance with ASTM D2922. 44 b. For Embankments under future pavement: 45 1} The Gity will peffam Perform density testing twice per working day when 46 compaction operations are being conducted. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 28,2013 312400-9 EMBANKMENTS Page 9 of 10 1 2) The testing lab shall take a minimum of 3 density tests,but the number of 2 test shall be appropriate for the area being compacted. 3 3) Testing shall be representative of the current lift being compacted. 4 4) Special attention should be placed on edge conditions. 5 c. For Embankments not under future pavement or structures: 6 1} Perform density testing once working day when 7 compaction operations are being conducted. 8 2) The testing lab shall take a minimum of 3 density tests. 9 3) Testing shall be representative of the current lift being compacted. 10 d. Make the area where the embankment is being placed available for testing. 11 e. The City will determine the location of the test. 12 f. ' 13 upon eompletion of the testing. Provide results to the City upon completion of 14 testing. I5 g. Post a formal report will be posted to the City's Buzzsaw site within 48 hours. 16 h. Test reports shall include: 17 1} Location of test by station number 18 2) Time and date of test 19 3) Depth of testing 20 4) Field moisture 21 5) Dry density 22 6) Proctor identifier 23 7} Percent Proctor Density 24 B. Non-Conforming Work 25 1. All non-conforming work shall be removed and replaced. 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.1.2 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 314 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.22a added GW and SW material classifications 1/28/13 D. Johnson 1.2—Modified Bid Item names in payment section to differentiate CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 i I I 31 2400-10 EMBANKMENTS Page 10 of 10 fbetween Payment Methods on bid list. 1 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 28,2013 312500-1 EROSION AND SEDIMENT CONTROL Page 1 of 9 1 SECTION 3125 00 2 EROSION AND SEDIMENT CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Implementation of the project's Storm Water Pollution Prevention Plan(SWPPP) 7 and installation, maintenance and removal of erosion and sediment control devices 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1.b.1 10 2. Added 1.2.A.1.b.2 11 3. Modified 1.2.A.2.b.1 12 4. Added 1.2.A.2.b.2 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Storm Water Pollution Prevention Plan<1 acre 19 a. Measurement 20 1) This Item is considered subsidiary to the various Items bid. 21 b. Payment 22 1) Unit Price-.The work performed and the materials furnished in accordance 23 with this Item are subsidiary to the structure or Items being bid and no 24 other compensation will be allowed. 25 2) Lump Sum Price-The work performed and the materials file fished in 26 accordance with this Item are included in the total lump sum price 27 2. Stone Water Pollution Prevention Plan> 1 acre 28 a. Measurement for this Item shall be by lump sum. 29 b. Payment 30 1) Unit Price-The work performed and the materials furnished in accordance 31 with this Item shall be paid for at the lump sum price bid for"SWPPP> 1 32 acre". 33 2) Lump Sum Price- The work performed and the materials furnished in 34 accordance with this Item shall be included in the total IImp sum price. 35 c. The price bid shall include: 36 1) Preparation of SWPPP 37 2) Implementation 38 3) Permitting fees 39 4) Installation 40 5) Maintenance 41 6) Removal CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 31 2500-2 EROSION AND SEDIMENT CONTROL Page 2 of 9 1 1.3 REFE RENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM Standard: 7 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile S Fabrics—Diaphragm Bursting Strength Tester Method 9 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation 10 of Geotextiles 11 c. ASTM D4751, Standard Test Method for Determining Apparent Opening Size 12 of a Geotextile 13 d. ASTM D4833, Standard Test Method for Index Puncture Resistance of 14 Gcomembranes and Related Products 15 3. Texas Commission on Environmental Quality(TCEQ)TPDES General Permit No. 16 TXR150000 17 4. TxDOT Departmental Material Specifications(DMS) 18 a. DMS-6230"Temporary Sediment Control Fence Fabric" 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Storm Water Pollution Prevention Plan(SWPPP) 22 B. TCEQ Notice of Intent (NOI) for Storm Water Discharges Associated with 23 Construction Activity under the TPDES General Permit 24 C. Construction Site Notice 25 D. TCEQ Notice of Termination(NOT)for Storm Water Discharges Associated with 26 Construction Activity under the TPDES General Permit 27 E. Notice of Change(if applicable) 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10037& Revised December 20,2012 31 2500-3 EROSION AND SEDIMENT CONTROL Page 3 of 9 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 3 2.2 PRODUCT TYPES AND MATERIALS 4 A. Rock Filter Dams 5 1. Aggregate 6 a. Furnish aggregate with hardness, durability, cleanliness and resistance to 7 crumbling, flaking and eroding acceptable to the Engineer. 8 b. Provide the following: 9 1) Types 1, 2 and 4 Rock Filter Dams 10 a) Use 3 to 6 inch aggregate. 11 2) Type 3 Rock Filter Dams 12 a) Use 4 to 8 inch aggregate. 13 2. Wire 14 a. Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 15 wires for Types 2 and 3 rock filter dams 16 b. Type 4 darns require: 17 1) Double-twisted, hexagonal weave with a nominal mesh opening of 2'h 18 inches x 3 1/4 inches 19 2) Minimum 0.0866 inch steel wire for netting 20 3) Minimum 0.1063 inch steel wire for selvages and corners 21 4) Minimum 0.0866 inch for binding or tie wire 22 B. Geotextile Fabric 23 1. Place the aggregate over geotextile fabric meeting the following criteria: 24 a. Tensile Strength of 250 pounds,per ASTM D4632 25 b. Puncture Strength of 135 pounds,per ASTM D4933 26 c. Mullen Burst Rate of 420 psi,per ASTM D3786 27 d. Apparent Opening Size of No. 20 (max),per ASTM D4751 28 C. Sandbag Material 29 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may 30 be used to fill the sandbags. 31 D. Stabilized Construction Entrances 32 1. Provide materials that meet the details shown on the Drawings and this Section. 33 a. Provide crushed aggregate for long and short-term construction exits. 34 b. Furnish aggregates that are clean, hard, durable and free from adherent coatings 35 such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic 36 and injurious matter. 37 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 38 d. The aggregate shall be placed over a geotextile fabric meeting the following 39 criteria: 40 1) Tensile Strength of 300 pounds,per ASTM D4632 41 2) Puncture Strength of 120 pounds,per ASTM D4833 42 3) Mullen Burst Rate of 600 psi,per ASTM D3786 43 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 44 E. Embankment for Erosion Control CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 2500-4 FROSION AND SEDIMENT CONTROL Page 4 of 9 1 1. Provide rock, loam, clay, topsoil or other earth materials that will form a stable 2 embankment to meet the intended use. 3 F. Sandbags 4 1. Provide sandbag material of polypropylene,polyethylene or polyamide woven 5 fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- 6 strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 7 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 8 1 to fill sandbags. 9 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 10 inches thick. 11 Table 1 12 Sand Gradation ,Sieve# Maximum Retained % by Weight) 4 3 percent 100 80 percent 200 95 percent 13 G. Temporary Sediment Control Fence 14 1. Provide a net-reinforced fence using woven geo-textile fabric. 15 2. Logos visible to the traveling public will not be allowed. 16 a. Fabric 17 1) Provide fabric materials in accordance with DMS-6230, "Temporary 18 Sediment Control Fence Fabric." 19 b. Posts 20 1) Provide essentially straight wood or steel posts with a minimum length of 21 48 inches,unless otherwise shown on the Drawings. 22 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 23 3) Hardwood posts must have a minimum cross-section of 1-112 x 1-1/2 inch 24 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per 25 foot. 26 c. Net Reinforcement 27 1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire 28 mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide, 29 unless otherwise shown on the Drawings. 30 d. Staples 31 1) Provide staples with a crown at least 3/4 inch wide and legs 112 inch long. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 312500-5 EROSION AND SEDIMENT CONTROL Page 5 of 9 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 INSTALLATION 8 A. Storm Water Pollution Prevention Plan 9 1. Develop and implement the project's Storm Water Pollution Prevention Plan 10 (SWPPP)in accordance with the TPDES Constriction General Permit TXR150000 11 requirements. Prevent water pollution from storm water runoff by using and 12 maintaining appropriate structural and nonstructural BM-Ps to reduce pollutants 13 discharges to the MS4 from the construction site. 14 B. Control Measures 15 1. Implement control measures in the area to be disturbed before beginning 16 construction, or as directed. Limit the disturbance to the area shown on the 17 Drawings or as directed. 18 2. Control site waste such as discarded building materials, concrete truck washout 19 water, chemicals, litter and sanitary waste at the construction site. 20 3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and 21 sedimentation resulting from construction operations, the Engineer will limit the 22 disturbed area to that which the Contractor is able to control. Minimize disturbance 23 to vegetation. 24 4. Immediately correct ineffective control measures. Implement additional controls as 25 directed. Remove excavated material within the time requirements specified in the 26 applicable storm water permit. 27 5. Upon acceptance of vegetative cover by the City, remove and dispose of all 28 temporary control measures, temporary embankments, bridges,matting, falsework, 29 piling, debris, or other obstructions placed during construction that are not a part of 30 the finished work, or as directed. 31 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland,water body, or 32 streambed. 33 D. Do not install temporary construction crossings in or across any water body without the 34 prior approval of the appropriate resource agency and the Engineer. 35 E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an 36 approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and 37 provide shelter for stored chemicals. 38 F. Installation and Maintenance 39 1. Perform work in accordance with the TPDES Construction General Permit 40 TXR150000. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 312500-6 EROSION AND SEDIMENT CONTROL Page 6 of 9 1 2. When approved, sediments may be disposed of within embankments, or in areas 2 where the material will not contribute to further siltation. 3 3. Dispose of removed material in accordance with federal, state, and local 4 regulations. 5 4. Remove devices upon approval or when directed. 6 a. Upon removal, finish-grade and dress the area. 7 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 8 Drawings or directed. 9 5. The Contractor retains ownership of stockpiled material and must remove it from 10 the project when new installations or replacements are no longer required. 11 G. Rock Filter Dams for Erosion Control 12 1. Remove trees, brush, stumps and other objectionable material that may interfere 13 with the construction of rock filter dams. 14 2. Place sandbags as a foundation when required or at the Contractor's option. 15 3. For Types 1, 2, 3,and 5,place the aggregate to the lines, height, and slopes 16 specified, without undue voids. 17 4. For Types 2 and 3,place the aggregate on the mesh and then fold the mesh at the 18 upstream side over the aggregate and secure it to itself on the downstream side with 19 wire ties, or hog rings, or as directed. 20 5. Place rock filter dams perpendicular to the flow of the stream or channel unless 21 otherwise directed. 22 6. Construct filter dams according to the following criteria,unless otherwise shown on 23 the Drawings: 24 a. Type 1 (Non-reinforced) 25 1) Height-At least 18 inches measured vertically from existing ground to top 26 of filter dam 27 2) Top Width-At least 2 feet 28 3) Slopes - At most 2:1 29 b. Type 2 (Reinforced) 30 1) Height-At least 18 inches measured vertically from existing ground to top 31 of filter dam 32 2) Top Width-At least 2 feet 33 3) Slopes - At most 2:1 34 c. Type 3 (Reinforced) 35 1) Height-At least 36 inches measured vertically from existing ground to top 36 of filter dam 37 2) Top Width-At least 2 feet 38 3) Slopes-At most 2:1 39 d. Type 4 (Sack Gabions) 40 1) Unfold sack gabions and smooth out kinks and bends. 41 2) For vertical filling, connect the sides by lacing in a single loop—double loop 42 pattern on 4-to 5-inches spacing.At 1 end,pull the end lacing rod until 43 tight, wrap around the end, and twist 4 times. At the filling end, fill with 44 stone,pull the rod tight, cut the wire with approximately 6 inches 45 remaining, and twist wires 4 times. 46 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and 47 connect sides and secure ends as described above. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 312500-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 4) Lift and place without damaging the gabion. 2 5) Shape sack gabions to existing contours. 3 e. Type 5 4 1) Provide rock filter dams as shown on the Drawings. 5 H. Construction Entrances 6 1. When tracking conditions exist,prevent traffic from crossing or exiting the 7 construction site or moving directly onto a public roadway, alley, sidewalk,parking 8 area,or other right of way areas other than at the location of construction entrances. 9 2. Place the exit over a foundation course, if necessary. 10 a. Grade the foundation course or compacted subgrade to direct runoff from the 11 construction exits to a sediment trap as shown on the Drawings or as directed. 12 3. At drive approaches, make sure the construction entrance is the full width of the 13 drive and meets the length shown on the Drawings. 14 a. The width shall beat Ieast 14 feet for 1-way and 24 feet for 2-way traffic for all 15 other points of ingress or egress or as directed by the Engineer. 16 1. Earthwork for Erosion Control 17 J. Perform excavation and embankment operations to minimize erosion and to remove 18 collected sediments from other erosion control devices. 19 a. Excavation and Embankment for Erosion Control Measures 20 1) Place earth dikes, swales or combinations of both along the low crown of 21 daily lift placement, or as directed, to prevent runoff spillover. 22 2) Place swales and dikes at other locations as shown on the Drawings or as 23 directed to prevent runoff spillover or to divert runoff. 24 3) Construct cuts with the low end blocked with undisturbed earth to prevent 25 erosion of hillsides. 26 4) Construct sediment traps at drainage structures in conjunction with other 27 erosion control measures as shown on the Drawings or as directed. 28 5) Where required, create a sediment basin providing 3,600 cubic feet of 29 storage per acre drained, or equivalent control measures for drainage 30 locations that serve an area with 10 or more disturbed acres at 1 time, not 31 including offsite areas. 32 b. Excavation of Sediment and Debris 33 1) Remove sediment and debris when accumulation affects the performance of 34 the devices, after a rain, and when directed. 35 J. Sandbags for Erosion Control 36 1. Construct a berm or dam of sandbags that will intercept sediment-laden storm water 37 runoff from disturbed areas, create a retention pond, detain sediment and release 38 water in sheet flow. 39 2.. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 40 allow for proper tying of the open end. 41 3. Place the sandbags with their tied ends in the same direction. 42 4. Offset subsequent rows of sandbags 112 the length of the preceding row. 43 5. Place a single layer of sandbags downstream as a secondary debris trap. 44 6. Place additional sandbags as necessary or as directed for supplementary support to 45 berms or dams of sandbags or earth. 46 K. Temporary Sediment-Control Fence CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 2500-8 EROSION AND SEDIMENT CONTROL, Page 8 of9 1 1. Provide temporary sediment-control fence near the downstream perimeter of a 2 disturbed area to intercept sediment from sheet flow. 3 2. Incorporate the fence into erosion-control measures used to control sediment in 4 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 5 Section, or as directed. 6 a. Post Installation 7 1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a 8 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 9 b. Fabric Anchoring 10 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of I I fabric. 12 2) Provide a minimum trench cross-section of 6 x 6 inches 13 3) Place the fabric against the side of the trench and align approximately 2 14 inches of fabric along the bottom in the upstream direction. 15 4) Backfill the trench, then hand-tamp. 16 c. Fabric and Net Reinforcement Attachment 17 1) Unless otherwise shown under the Drawings, attach the reinforcement to 18 wooden posts with staples, or to steel posts with T-clips, in at least 4 places 19 equally spaced. 20 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 21 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 22 every 15 inches or less. 23 d. Fabric and Net Splices 24 1) Locate splices at a fence post with a minimum Iap of 6 inches attached in at 25 least 6 places equally spaced,unless otherwise shown under the Drawings. 26 a) Do not locate splices in concentrated flow areas. 27 2) Requirements for installation of used temporary sediment-control fence 28 include the following: 29 a) Fabric with minimal or no visible signs of biodegradation(weak fibers) 30 b) Fabric without excessive patching(more than 1 patch every 15 to 20 31 feet) 32 c) Posts without bends 33 d) Backing without holes 34 3.5 REPAUVRESTORATION [NOT USED] 35 3.6 RE-INSTALLATION [NOT USED] 36 3.7 FIELD [oir] SITE QUALITY CONTROL [NOT USED] 37 3.8 SYSTEM STARTUP [NOT USED] 38 3.9 ADJUSTING [NOT USED1 39 3.10 CLEANING 40 A. Waste Management 41 1. Remove sediment, debris and litter as needed. 42 3.11 CLOSEOUT ACTIVITIES 43 A. Erosion control measures remain in place and are maintained until all soil disturbing 44 activities at the project site have been completed. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 312500-9 EROSION AND SEDIMENT CONTROL Page 9 of9 1 B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 2 on areas not covered by permanent structures, or in areas where permanent erosion 3 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE 6 A. Install and maintain the integrity of temporary erosion and sedimentation control 7 devices to accumulate silt and debris until earthwork construction and permanent 8 erosion control features are in place or the disturbed area has been adequately stabilized 9 as determined by the Engineer. 10 B. If a device ceases to function as intended,repair or replace the device or portions II thereof as necessary. 12 C. Perform inspections of the construction site as prescribed in the Construction General 13 Permit TXR150000. 14 D. Records of inspections and modifications based on the results of inspections must be 15 maintained and available in accordance with the permit. 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 19 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 313700-1 RIPRAP Page 1 of 10 1 SECTION 3137 00 2 RIPRAP 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing concrete, stone, cement-stabilized, or special riprap. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Modified 1.2.A.2.a 10 3. Added 1.2.A.2.b I I 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 I General Requirements I4 3, Section 03 30 00—Cast-In-PIace Concrete 15 4. Section 31 25 00—Erosion and Sediment Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to the structure or Items being placed. 20 2. Payment 21 a. Unit Price-The work performed and the materials furnished in accordance 22 with this Item are subsidiary to the structure or Items being placed and no other 23 compensation will be allowed. 24 b. Lump Sum Price-The work performed and the materials furnished in 25 accordance with this Item are included in the total lump sum price. 26 3. The price bid shall include: 27 a. Furnishing, hauling, and placing riprap 28 b. Filter fabric 29 c. Expansion joint material 30 d. Concrete and reinforcing steel 31 e. Excavation of toe wall trenches, as applicable 32 £ Excavation below natural ground or bottom of excavated channel, as applicable 33 g. Shaping of slopes, as applicable 34 h. Bedding 35 i. Grout and mortar 36 j. Scales 37 k. Test weights 38 1. Clean-up 39 1.3 REFERENCES 40 A. Reference Standards CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City.Project No.100378 Revised December 20,2012 I 31 3700-2 RIPRAP Page 2 of 10 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification,unless a date is specifically cited. 4 2. ASTM Standards 5 a. ASTM C136-06, Standard Test Method for Sieve Analysis of Fine and Coarse 6 Aggregates 7 b. ASTM D7370-09, Standard Test Method for Determination of Relative Density 8 and Absorption of Fine, Coarse, and Blended Aggregate Using Combined 9 Vacuum Saturation and Rapid Submersion 10 c. ASTM C5240-04,Standard Test Method for, Testing Rock Slabs to Evaluate 11 the Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate 12 d. ASTM D4632-08, Standard Test Method for Grab Breaking Load and 13 Elongation of Geotextiles 14 e. ASTM D4533-04, Standard Test Method for Trapezoid Tearing Strength of 15 Geotextiles 16 f ASTM D751-06, Standard Test Methods for Coated Fabrics 17 g. ASTM D4751-04, Standard Test Method for Determining Apparent Opening 18 Size of a Geotextile 19 h. ASTM D4491-99a, Standard Test Methods for Water Permeability of 20 Geotextiles by Permittivity 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 28 1.11 FIELD CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 21 OWNER-FURNISHED [NOT USED] 32 2.2 PRODUCT TYPES AND MATERIALS 33 A. Concrete Riprap 34 1. Use concrete with a compressive strength of 4,000 psi at 28-days, according to 35 Section 03 30 00,unless otherwise shown on the Drawings. 36 B. Stone Riprap 37 1. Unless otherwise shown on the Drawings, use durable natural stone with a 38 minimum bulk specific gravity of 2. Provide stone that has a maximum weight loss 39 of 18 percent after 5 cycles of magnesium sulfate solution and 14 percent after 5 40 cycles of sodium sulfate solution. CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 3700-3 RIPRAP Page 3 or l0 1 2. For all types of stone riprap perform a size verification test on the first 5,000 square 2 yards of finished riprap stone at a location determined by the Engineer. Weigh each 3 stone in a square test area with the length of each side of the square equal to 3 times 4 the specified riprap thickness. The weight of the stones, excluding spalls, should be 5 as specified below. Additional tests may be required. Do not place additional riprap 6 until the initial 5,000 square yards of riprap has been approved. 7 3. When specified, provide grout and mortar as defined as 1 part Portland cement to 3 8 parts sand and mixed with water until it achieves a consistency that will flow into 9 and completely fill all voids. 10 4. Provide filter fabric in accordance with Section 3125 00.For slab riprap,provide I 1 the filter fabric type shown on the Drawings 12 a. Large 13 1) Use stones between 50 and 250 pounds with a minimum of 50 percent of 14 the stones heavier than I00 pounds 15 b. Medium 16 1) Use stones between 50 and 250 pounds with a minimum of 40 percent of 17 the stones heavier than 100 pounds Use stones with at least I broad flat 18 surface. 19 c. Block 20 1) Use stones between 50 and 250 pounds. Use stones that are at least 3 inches 21 in their least dimension. Use stones that are at least twice as wide as they 22 are thick. When shown on the Drawings or approved, material may consist 23 of broken concrete removed under the Contract or from other approved 24 sources. Before placement of each piece of broken concrete, cut exposed 25 reinforcement flush with all surfaces. 26 d. Slab 27 1) Use boulders or quarried rock that meets the gradation requirements of 28 Table 1. Both the width and the thickness of each piece of riprap must be a 29 least 113 of the length. When shown on the Drawings or as approved, 30 material may consist of broken concrete removed under the Contract or 31 from other approved sources. Before placement of each piece of broken 32 concrete, out exposed reinforcement flush with all surfaces. 33 2) Provide bedding stone that in-place meets the gradation requirements 34 shown in Table 2 or as otherwise shown on the Drawings. 35 Table 1 36 Ri ra Gradation Re uirements Thickness Maximum Size 1 90 percent Size' s0& Size, 8 percent Size, Ob.) b. Ib. Minimum lb. 12 in. 200 80-180 30-75 3 15in. 320 170-300 60-165 20 18in, 530 290-475 1105-220 22 211n. 800 460-720 175-300 25 24in. 1,000 550-850 200-325 30 30in. 2,600 1150-2.50 400-900 40--d 37 38 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 3700-4 RIPRAP Page 4 of 10 1 Table 2 2 Beddina Stone Gradation Sieve Size S uare Mesh Percent by Weight Passing 3 inches 100 1-1/2 inches 50-80 314 inches 20-60 No. 4 0-15 No. 10 0-5 3 C. Special Riprap 4 1. Furnish materials for special riprap according to the Drawings. 5 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 6 2.4 ACCESSORIES [NOT USED] 7 2.5 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. Dress slopes and protected areas to the line and grade shown on the Drawings before 14 the placement of riprap. Place riprap and toe walls according to details and dimensions 15 shown on the Drawings or as directed by the Engineer. 16 B. Concrete Riprap 17 1. Reinforce concrete riprap with No. 3 reinforcing bars spaced at a maximum of 18 18 inches in each direction unless otherwise shown. Provide a minimum 6-inch lap at 19 all splices. At the edge of the riprap,provide a minimum horizontal cover of 1 inch 20 and a maximum cover of 3 inches. Place the first parallel bar at most 6 inches from 21 the edge of concrete.Use approved supports to hold the reinforcement 22 approximately equidistant from the top and bottom surface of the slab. Adjust 23 reinforcement during concrete placement to maintain correct position. 24 2. As directed, sprinkle or sprinkle and consolidate the subgrade before the concrete is 25 placed. All surfaces must be moist when concrete is placed. 26 3. Compact each layer to a minimum of 95 percent standard proctor density with a 27 moisture content not to exceed f4 percent or-2 percent of optimum moisture or as 28 indicated on the Drawings. 29 4. After placing the concrete, compact and shape it to conform to the dimensions 30 shown on Drawings. After it has set sufficiently to avoid slumping, finish the 31 surface with a wood float to secure a smooth surface or broom finish as approved. 32 5. Immediately after the finishing operation, cure the riprap according to Section 03 33 3000. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 313700-5 R.IPRAP Page 5 of 10 1 C. Stone Riprap 2 1. Provide the following types of stone riprap when shown on the Drawings. 3 a. Dry Riprap 4 1) Dry riprap is stone riprap with voids filled with only spalls or small stones. 5 b. Grouted Riprap 6 1) Grouted riprap is Type Large, Medium, or Block stone riprap with voids 7 grouted after all the stones are in place. 8 c. Mortared Riprap 9 1) Mortared riprap is Medium stone riprap laid and mortared as each stone is 10 placed. 11 2. Use spalls and small stones lighter than 25 pounds to fill open joints and voids in 12 stone riprap, and place to a tight fit. 13 3. Do not place mortar or rout when the air temperature is below 35 degrees 14 Fahrenheit. 15 4. Protect work from rapid drying for at least 3 days after placement. Unless otherwise 16 approved,place filter fabric with the length running up and down the slope. Ensure 17 fabric has a minimum overlap of 2 feet. 18 5. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- 19 shaped pins with legs at least 9 inches long. Space nails or pins at a maximum of 10 20 feet in each direction and 5 feet along the seams. Alternative anchorage and spacing 21 may be used when approved. 22 6. Large 23 a. Construct riprap as shown in Figure 1 and as shown on the Drawings. Place 24 stones in a single layer with close joints so that most of their weight is carried 25 by the earth and not by the adjacent stones. 26 b. Place the upright axis of the stones at an angle of approximately 90 degrees to 27 the embankment slope. 28 c. Place each course from the bottom of the embankment upward with the larger 29 stones in the lower courses. 30 d. Fill open joints between stones with spalls. 31 e. Place stones to create a uniform finished top surface. Do not exceed a 6-inch 32 variation between the tops of adjacent stones. Replace, embed deeper, or chip 33 away stones that project more than the allowable amount above the finished 34 surface. 35 f. When the Drawings require Large stone riprap to be grouted,prevent earth, 36 sand, or foreign material from filling the spaces between the stones. After the 37 stones are in place, thoroughly wet the stones, fill the spaces between the stones 38 with grout, and pack. Sweep the surface of the riprap with a stiff broom after 39 grouting. 40 7. Medium 41 a. Dry Placement 42 1) Construct riprap as shown in Figure 2. Set the flat surface on a prepared 43 horizontal earth bed, and overlap the underlying course to secure a lapped 44 surface. 45 2) Place the large stones first, roughly arranged in close contact. Fill the 46 spaces between the large stones with suitably sized stones placed to leave 47 the surface evenly stepped and conforming to the contour required. 48 3) PIace stone to drain water down the face of the slope. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 313700-6 RIPRAP Page 6 of 10 I b. Grouting 2 1) Construct riprap as shown in Figure 3. Size, shape, and lay large flat- 3 surfaced stones to produce an even surface with minimal voids. 4 2) Place stones with the flat surface facing upward parallel to the slope. Place 5 the largest stones near the base of the slope. 6 3) Fill spaces between the larger stones with stones of suitable size, leaving 7 the surface smooth, tight, and conforming to the contour required. 8 4) Place the stones to create a plane surface with a maximum variation of 6 9 inches in 10 feet from true plane. Provide the same degree of accuracy for 10 warped and curved surfaces. 11 5) Prevent earth, sand or foreign material from filling the spaces between the 12 stones. After the stones are in place, thoroughly wet them, fill the spaces 13 between thele with grout, and pack. Sweep the surface with a stiff broom 14 after grouting. 15 c. Mortaring 16 1) Construct riprap as shown in Figure 2. Lap courses as described for dry 17 placement. Before placing mortar, wet the stones thoroughly. 18 2) As the larger stones are placed, bed them in fresh mortar and shove 19 adjacent stones into contact with one another. 20 3) After completing the work, spread all excess mortar forced out during 21 placement of the stones uniformly over them to fill all voids completely. 22 Point up all joints roughly either with flush joints or with shallow, smooth- 23 raked joints as directed. 24 D. Block 25 1. Construct riprap as shown in Figure 4. Place stones on a bed excavated for the base 26 course. Bed the base course of stone well into the ground with the edges in contact. 27 Bed and place each succeeding course in even contact with the preceding course. 28 2. Use spalls and small stones to fill any open joints and voids in the riprap. Ensure 29 the finished surface presents an even, tight surface, true to the line and grades of the 30 typical sections. 31 3. When the Drawings require grouting Block stone riprap, prevent earth, sand, or 32 foreign material from filling the spaces between the stones. After the stones are in 33 place, wet them thoroughly, fill the spaces between them with grout, and pack. 34 Sweep the surface with a stiff broom after grouting. 35 E. SIab 36 1. Construct riprap as shown in Figure 5. Place riprap stone on the slopes within the 37 limits shown on the Drawings. Place stone for riprap on the bedding material to 38 produce a reasonably well-graded mass of riprap with the minimum practicable 39 percentage of voids. 40 2. Construct the riprap to the lines and grades shown on the Drawings or staked in the 41 field. A tolerance of+6 inches and-0 inch from the slope line and grades shown on 42 the Drawings is allowed in the finished surface of the riprap. 43 3. Place riprap to its full thickness in a single operation. Avoid displacing the bedding 44 material. Ensure that the entire mass of stones in their final position is free from 45 objectionable pockets of small stones and clusters of larger stones. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 31 37 00-7 RIPRAP Page 7 of 10 1 4. Do not place riprap in layers, and do not place it by dumping it into chutes, 2 dumping it from the top of the slope, pushing it from the top of the slope, or any 3 method likely to cause segregation of the various sizes. 4 5. Obtain the desired distribution of the various sizes of stones throughout the mass by 5 selective loading of material at the quarry or other source or by other methods of 6 placement that will produce the specified results. 7 6. Rearrange individual stones by mechanical equipment or by hand if necessary to 8 obtain a reasonably well-graded distribution of stone sizes. 9 F. Special Riprap 10 1. Construct special riprap according to the Drawings. 11 3.3 REPAIR [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 311 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 314 ATTACHMENTS 21 22 23 24 25 Grout when specified 26 & P 27 9w mini' 28 Slope of 29 emb@(nkBQfit Upright axes of stone 30 perpendicular to slope °e 1'v6`° min 31 r 32 33 Figure i -Large stone riprap, dry or grouted. 34 CITY OF FORT WORTH WESTSIDE V -PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 313700-8 RIPRAP Page 8 of 10 1 2 1� 3 4 Grout when specified A 5 Flat side up 9� 6 9" min_ ° 7 Slope of embanunent 8 9 r c_ 10 E V-6" min 11 . 12 Figure 2 -Medium stone riprap, dry or grouted. 13 14 15 16 17 Mortar When 18 speeifiod 19 , 20 Slope of 21 embankment 22 23 24 25 :E 1'-6" min 26 27 Figure 3 -Medium stone riprap, mortared. 28 29 30 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 31 3700-9 RIPRAP Page 9 of 10 r Grout when �pecifiol� Multiple layers Imre than one A rack depth) 9" min �'�► Slope of embankment T-6" min 1 2 Figure 4—Block stone riprap, dry or grouted. 3 Slope of embankment a mi Filter fabric N y 2 times ftkn ern 4 — - 5 Figure 5—Slab stone riprap 6 7 END OF SECTION CITY OF FORT WORTH WESTSIDE V PART E -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 31 3700- 10 RIPRAP Page 10 of 10 i Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3A.B.—defined compaction requirements beneath concrete rip rap 2 CITY OF FORT WORTH WESTSIDE V -PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIEICAI70N DOCUMENTS City Project No.100378 Revised December 20,2012 3211 23--1 FLEXIBLE BASE COURSES Pagel of7 1 SECTION 32 1123 2 FLEXIBLE BASE COURSES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Foundation course for surface course or for other base course composed of flexible 7 base constructed in one or more courses in conformity with the typical section. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.2.a 10 2. Added 1.2.A.21 11 3. Modified 3.7.A 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. Measurement for this Item will be by the square yard of Flexible Base Course 20 for various: 21 1) Depths 22 2) Types 23 3) Gradations 24 2. Payment 25 a. Unit Price-The work performed and materials furnished in accordance with 26 this Item and measured as provided under"Measurement"will be paid for at 27 the unit price bid per square yard of Flexible Base Course. 28 b. Lump Sum Price-The work performed and materials fynished in accordance 29 with this Item and measured as provided under"Measurement"will be included 30 in the total lump sum price. 31 3. The price bid shall include: 32 a. Preparation and correction of subgrade 33 b. Furnishing of material 34 c. Hauling 35 d. Blading 36 e. Sprinkling 37 f. Compacting 38 1.3 REFERENCES 39 A. Definitions 40 1. RAP—Recycled Asphalt Pavement. 41 B. Reference Standards CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 11 23-2 FLEXIBLE BASE COURSES Page 2 of 7 1 1. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date togged at the end of this 3 specification, unless a date is specifically cited. 4 2. ASTM International (ASTM); 5 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 6 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 7 3. Texas Department of Transportation(TXDOT): 8 a. Tex-104-E, Determining Liquid Limits of Soils 9 b. Tex-106-E, Calculating the Plasticity Index of Soils 10 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils 11 d. Tex-110-E,Particle Size Analysis of Soils 12 e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible 13 Base Material 14 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials 15 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium 16 Sulfate 17 h. Tex-413-A,Determining Deleterious Material in Mineral Aggregate 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 ACTION SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 110 DELIVERY,STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 29 2.2 MATERIALS 30 A. General 31 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 32 the Drawings and specifications. 33 2. Obtain materials from approved sources. 34 3, Notify City of changes to material sources. 35 4. The City may sample and test project materials at any time before compaction 36 throughout the duration of the project to assure specification compliance. 37 B. Aggregate 38 1. Furnish aggregate of the type and grade shown on the Drawings and conforming to 39 the requirements of Table 1. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 321123-3 FLEXIBLE 13 ASF COURSES Page of7 1 2. Each source must meet Table 1 requirements for liquid limit,plastiCity index, and 2 wet ball mill for the grade specified. 3 3. Do not use additives such as but not limited to time, cement, or fly ash to modify 4 aggregates to meet the requirements of Table 1, unless shown on the Drawings. 5 6 Table 1 7 Material Require ents Property Test Method Grade 1 Grade 2 Master gradation sieve size M retained 2-112 in. — 0 1-314 in. 0 0-10 7/8 in. Tex-]10-E 10-35 — 3/8 in. 30-50 — No.4 45-65 45.-75 No.40 70-85 60-85 Liquid limit %max. Tex-104-E 35 40 PlastiCity index max.' Tex-106-E 10 12 Wet ball mill %max? 40 45 Wet ball mill,%max. Tex-1 16-E increase passing the 20 20 No.40 sieve Classification 1.0 1.1-2.3 An.compressive strength3,psi Tex-1 17-E lateral pressure 0 psi 45 35 lateral pressure 15 psi 175 1 175 1.Determine plastic index in accordance with Tex-1 07-E(linear shrinkage)when liquid limit is unattainable as detmed in Tex-104-E. 2.When a soundness value is required by the Drawings,test material in accordance with Tex-411-A. 3.Meet both the classification and the minimum compressive strength,unless otherwise shown on the Drawings. 8 9 4. Material Tolerances 10 a. The City may accept material if no more than 1 of the 5 most recent gradation 11 tests has an individual sieve outside the specified limits of the gradation. 12 b. When target grading is required by the Drawings, no single failing test may 13 exceed the master grading by more than 5 percentage points on sieves No. 4 14 and larger or 3 percentage points on sieves smaller than No. 4. 15 c. The City may accept material if no more than 1 of the 5 most recent plasticity 16 index tests is outside the specified limit. No single failing test may exceed the 17 allowable limit by more than 2 points. 18 5. Material Types 19 a. Do not use fillers or binders unless approved. 20 b. Furnish the type specified on the Drawings in accordance with the following: 21 1) Type A 22 a) Crushed stone produced and graded from oversize quarried aggregate 23 that originates from a single, naturally occurring source. 24 b) Do not use gravel or multiple sources. 25 2) Type B 26 a) Only for use as base material for temporary pavement repairs. 27 b) Do not exceed 20 percent RAP by weight unless shown on Drawings. 28 3) Type D CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 321123-4 FLEXIBLE BASE COURSES Page 4 of 7 1 a) Type A material or crushed concrete. 2 b) Crushed concrete containing gravel will be considered Type D 3 material. 4 c) The City may require separate dedicated stockpiles in order to verify 5 compliance. 6 d) Crushed concrete must meet the following requirements: 7 (1) Table 1 for the grade specified. 8 (2) Recycled materials must be free from reinforcing steel and other 9 objectionable material and have at most 1.5 percent deleterious 10 material when tested in accordance with TEX-413-A. 11 C. Water 12 1. Furnish water free of industrial wastes and other objectionable matter. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED1 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION 19 A. General 20 1. Shape the subgrade or existing base to conform to the typical sections shown on the 21 Drawings or as directed. 22 2. When new base is required to be mixed with existing base: 23 a. Deliver, place, and spread the new flexible base in the required amount. 24 b. Manipulate and thoroughly mix the new base with existing material to provide 25 a uniform mixture to the specified depth before shaping. 26 B. Subgrade Compaction 27 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the 28 following: 29 a. Proof Rolling 30 1) City Project Representative must be on-site during proof rolling operations. 31 2) Use equipment that will apply sufficient load to identify soft spots that rut 32 or pump. 33 a) Acceptable equipment includes fully loaded single-axle water truck 34 with a 1500 gallon capacity. 35 3) Make at least 2 passes with the proof roller (down and back= 1 pass). 36 4) Offset each trip by at most 1 tire width. 37 5) If an unstable or non-uniform area is found, correct the area. 38 b. Correct 39 1) Soft spots that rut or pump greater than 314 inch 40 2) Areas that are unstable or non-uniform 41 2. Installation of base material cannot proceed until compacted subgrade approved by 42 the City. CITY OF PORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 321123-5 FLEXIBLE BASE COURSES Page 5 of 7 1 3.4 INSTALLATION 2 A. General 3 1. Construct each layer uniformly, free of loose or segregated areas,and with the 4 required density and moisture content. 5 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 6 shown on the Drawings or as directed. 7 3. Haul approved flexible base in clean, covered trucks. 8 B. Equipment 9 1. General 10 a. Provide machinery, tools, and equipment necessary for proper execution of the I 1 work. 12 2. Rollers 13 a. The Contractor may use any type of roller to meet the production rates and 14 quality requirements of the Contract unless otherwise shown on the Drawings 15 or directed. 16 b. When specific types of equipment are required, use equipment that meets the 17 specified requirements. 18 c. Alternate Equipment. 19 1) Instead of the specified equipment, the Contractor may, as approved, 20 operate other compaction equipment that produces equivalent results. 21 2} Discontinue the use of the alternate equipment and furnish the specified 22 equipment if the desired results are not achieved. 23 d. City may require Contractor to substitute equipment if production rate and 24 quality requirements of the Contract are not met. 25 C. Placing 26 1. Spread and shape flexible base into a uniform layer by approved means the same 27 day as delivered unless otherwise approved. 28 2. Place material such that it is mixed to minimize segregation. 29 3. Construct layers to the thickness shown on the Drawings,while maintaining the 30 shape of the course. 31 4. Where subbase or base course exceeds 6 inches in thickness, construct in 2 or more 32 courses of equal thickness. 33 5. Minimum lift depth: 3 inches 34 6. Control dust by sprinkling. 35 7. Correct or replace segregated areas as directed. 36 8. Place successive base courses and finish courses using the same construction 37 methods required for the first course. 38 D. Compaction 39 1. General 40 a. Compact using density control unless otherwise shown on the Drawings. 41 b. Multiple lifts are permitted when shown on the Drawings or approved. 42 c. Bring each layer to the moisture content directed. When necessary, sprinkle the 43 material to the extent necessary to provide not less than the required density. 44 d. Compact the full depth of the subbase or base to the extent necessary to remain 45 firm and stable under construction equipment. CITY OF FORT WORTH WESTS[DR V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 11 23-6 FLE)EBLE BASE COURSES Page 6 of? 1 2. Rolling 2 a. Begin rolling longitudinally at the sides and proceed towards the center, 3 overlapping on successive trips by at least 112 the width of the roller unit. 4 b. On superelevated curves, begin rolling at the low side and progress toward the 5 high side. 6 c. Offset alternate trips of the roller. 7 d. Operate rollers at a speed between 2 and 6 mph as directed. 8 e. Rework, recompact, and refinish material that fails to meet or that loses 9 required moisture, density, stability, or finish before the next course is placed or 10 the project is accepted. 11 £ Continue work until specification requirements are met. 12 g. Proof roll the compacted flexible base in accordance with the following: 13 1) Proof Rolling 14 a) City Project Representative must be on-site during proof rolling 15 operations. 16 b) Use equipment that will apply sufficient load to identify soft spots that 17 rut or pump. 18 (1) Acceptable equipment includes fully loaded single-axle water truck 19 with a 1500 gallon capacity. 20 c) Make at least 2 passes with the proof roller(down and back= 1 pass). 21 d) Offset each trip by at most 1 tire width. 22 e) If an unstable or non-uniform area is found, correct the area. 23 2) Correct 24 a) Soft spots that rut or pump greater than 3/4 inch. 25 b) Areas that are unstable or non-uniform. 26 3. Tolerances 27 a. Maintain the shape of the course by blading. 28 b. Completed surface shall be smooth and in conformity with the typical sections 29 shown on the Drawings to the established lines and grades. 30 c. For subgradc beneath paving surfaces, correct any deviation in excess of 1/4 31 inch in cross section in length greater than 16 feet measured longitudinally by 32 loosening, adding or removing material. Reshape and recompact by sprinkling 33 and rolling. 34 d. Correct all fractures, settlement or segregation immediately by scarifying the 35 areas affected, adding suitable material as required. Reshape and recompact by 36 sprinkling and rolling. 37 e. Should the subbase or base course, due to any reason, lose the required 38 stability, density and finish before the surfacing is complete, it shall be 39 recompacted at the sole expense of the Contractor. 40 4. Density Control 41 a. Minimum Density: 95 percent compaction as determined by ASTM D698. 42 b. Moisture content: minus 2 to plus 4 of optimum. 43 E. Finishing 44 1. After completing compaction, clip, skin, or tight-blade the surface with a 45 maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 46 2. Remove loosened material and dispose of it at an approved location. 47 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 48 tire roller until a smooth surface is attained. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 321123-7 FLEXIBLE SASE COURSES Page 7 of 7 1 4. Add small increments of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines, and grades as shown on the Drawings or as directed. 4 6. In areas where surfacing is to be placed, correct grade deviations greater than 114 5 inch in 16 feet measured longitudinally or greater than 114 inch over the entire 6 width of the cross-section. 7 7. Correct by loosening, adding, or removing material. 8 8. Reshape and recompact in accordance with 3A.C. 9 3.5 REPAIRIRESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 QUALITY CONTROL 12 A. Density Test 13 1. eity te ineasu Measure density of flexible base course. 14 a. Notify City Project Representative when flexible base ready for density testing. 15 b. Spacing directed by City(I per block minimum). 16 c. City Project Representative determines location of density testing. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 310 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.1.4 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-1 CONCRETE PAVING Page 1 of20 1 SECTION 3213 13 2 CONCRETE PAVING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.2.a 10 2, Added 1.2.A.2.b 11 3. Modified 3.7.13.1 12 4. Modified 3.7.0 13 5. Modified 3.7.1) 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. Section 32 0129 - Concrete Paving Repair 18 4. Section 32 13 73 - Concrete Paving Joint Sealants 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement 21 1. Measurement 22 a. Measurement for this Item shall be by the square yard of completed and 23 accepted Concrete Pavement in its final position as measured from back of curb 24 for various: 25 1) Classes 26 2) Thicknesses 27 2. Payment 28 a. Unit Price-The work performed and materials furnished in accordance with 29 this Item will be paid for at the unit price bid per square yard of Concrete 30 Pavement. 31 b. Lump Sum Price-The work performed and materials furnished in accordance 32 with this Item will be included in the total lump sum price. 33 3. The price bid shall include: 34 a. Shaping and fine grading the placement area 35 b. Furnishing and applying all water required 36 c. Furnishing, loading and unloading, storing, hauling and handling all concrete 37 ingredients including all freight and royalty involved 38 d. Mixing,placing, finishing and curing all concrete 39 e. Furnishing and installing all reinforcing steel CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 32 13 13-2 CONCRETE PAVING Page 2 of 20 1 f. Furnishing all materials and placing longitudinal,warping, expansion, and 2 contraction joints, including all steel dowels, dowel caps and load transmission 3 units required,wire and devices for placing, holding and supporting the steel 4 bar, load transmission units,and joint filler material in the proper position; for 5 coating steel bars where required by the Drawings 6 g. Sealing joints 7 h. Monolithically poured curb 8 i. Cleanup 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this specification refer to the current reference standard 12 published at the time of the latest revision date logged at the end of this 13 specification,unless a date is specifically cited. 14 2. ASTM International (ASTM): 15 a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete 16 Reinforcement 17 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 18 Field 19 c. C33,Concrete Aggregates 20 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 21 Specimens 22 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 23 Beams of Concrete 24 f. C94/C94M, Standard Specifications for Ready-Mixed Concrete 25 g. C150, Portland Cement 26 h. C156, Water Retention by Concrete Curing Materials 27 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 28 j. C260, Air Entraining Admixtures for Concrete 29 k. C309,Liquid Membrane-Forming Compounds for Curing Concrete, Type 2 30 1. C494,Chemical Admixtures for Concrete, Types"A", "D", "F"and"G" 31 in. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 32 Admixture in Concrete 33 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 34 Concrete 35 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 36 Cement Concrete 37 p. C1602, Standard Specification for Mixing Water Used in the Production of 38 Hydraulic Cement Concrete. 39 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 40 (12,400 ft-lbf/ft3) 41 3. American Concrete Institute(ACI): 42 a. ACI 305.1-06 Specification for Hot Weather Concreting 43 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 44 c. ACI 318 CITY OF FORT WORTH 'WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-3 CONCRETE PAVING Page 3 of 20 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Mix Design: submit for approval. See Item 2A.A. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 A. Weather Conditions 11 1. Place concrete when concrete temperature is between 40 and 100 degrees when 12 measured in accordance with ASTM C1064 at point of placement. 13 2. Hot Weather Concreting 14 a. Take immediate corrective action or cease paving when the ambient 15 temperature exceeds 95 degrees. 16 b. Concrete paving operations shall be approved by the City when the concrete 17 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 18 Concreting(ACI 305.1-06). 19 3. Cold Weather Concreting 20 a. Do not place when ambient temp in shade is below 40 degrees and falling. 21 Concrete may be placed when ambient temp is above 35 degrees and rising or 22 above 40 degrees. 23 b. Concrete paving operations shall be approved by the City when ambient 24 temperature is below 40 degrees. See Standard Specification for Cold Weather 25 Concreting(ACI 306.1-90). 26 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 27 pavement in natural Iight, or as directed by the City. 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 31 2.2 MATERIALS 32 A. Cementitious Material: ASTM C 150. 33 B. Aggregates: ASTM C33. 34 C. Water: ASTM C1602. 35 D. Admixtures: When admixtures are used, conform to the appropriate specification: 36 1. Air-Entraining Admixtures for Concrete: ASTM C260. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 32 13 13-4 CONCRETE PAVING Page 4 of 20 1 2. Chemical Admixtures for Concrete:ASTM C494,Types "A", "D", "F"and"G." 2 3. Fly Ash 3 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 4 ASTM C618. 5 b. Fly ash may be substituted at one pound per pound of cement up to 25%of the 6 specified cement content when such batch design is approved by the Engineer. 7 E. Steel Reinforcement: ASTM A615. 8 F. Steel Wire Reinforcement: Not used for concrete pavement. 9 G. Dowels and Tie Bars 10 1. Dowel and tie bars: ASTM A615. 11 2. Dowel Caps 12 a. Provide dowel caps with enough range of movement to allow complete closure 13 of the expansion joint. 14 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 15 have an internal diameter sufficient to permit the cap to freely slip over the bar. 16 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 17 and one end of the cap shall be rightly closed. 18 3. Epoxy for Dowel and Tie Bars: ASTM C881. 19 a. See following table for approved producers of epoxies and adhesives 20 Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Coneresive 1420 BASF HTE-50 Hilti T 308+ Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy Tx1II CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S.A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpeePoxy 300OFS SpecChem 21 22 b. Epoxy Use, Storage and Handling CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS City Project No, 100378 Revised December 20,2012 32 13 13-5 CONCRETE PAVING Page 5 of 20 1 1) Package components in airtight containers and protect from light and 2 moisture. 3 2) Include detailed instructions for the application of the material and all 4 safety information and warnings regarding contact with the components. 5 3) Epoxy label requirements 6 a) Resin or hardener components 7 b) Brand name 8 c) Name of manufacturer 9 d) Lot or batch number 10 e) Temperature range for storage 11 f) Date of manufacture 12 g) Expiration date 13 h) Quantity contained 14 4) Store epoxy and adhesive components at temperatures recommended by the 15 manufacturer. 16 5) Do not use damaged or previously opened containers and any material that 17 shows evidence of crystallization, lumps skinning, extreme thickening, or 18 settling of pigments that cannot be readily dispersed with normal agitation. 19 6) Follow sound environmental practices when disposing of epoxy and 20 adhesive wastes. 21 7) Dispose of all empty containers separately. 22 8) Dispose of epoxy by completely emptying and mixing the epoxy before 23 disposal 24 H. Reinforcement Bar Chairs 25 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 26 reinforcement bars and shall not bend or break under the weight of the 27 reinforcement bars or Contractor's personnel walking on the reinforcing bars. 28 2. Bar chairs may be made of metal (free of rust),precast mortar or concrete blocks or 29 plastic. 30 3. For approval of plastic chairs, representative samples of the plastic shall show no 31 visible indications of deterioration after immersion in a 5-percent solution of 32 sodium hydroxide for 120-hours. 33 4. Bar chairs may be rejected for failure to meet any of the requirements of this 34 specification. 35 I. Joint Filler 36 1. Joint filler is the material placed in concrete pavement and concrete structures to 37 allow for the expansion and contraction of the concrete. 38 2. Wood Boards: Used as joint filler for concrete paving. 39 a. Boards for expansion joint filler shall be of the required size, shape and type 40 indicated on the Drawings or required in the specifications. 41 1) Boards shall be of selected stock of redwood or cypress. The boards shall 42 be sound heartwood and shall be free from sapwood, knots, clustered 43 birdseyes, checks and splits. 44 2) Joint filler,boards, shall be smooth, flat and straight throughout, and shall 45 be sufficiently rigid to permit ease of installation. 46 3) Boards shall be furnished in lengths equal to the width between 47 longitudinal joints, and may be furnished in strips or scored sheet of the 48 required shape. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-6 CONCRETE PAVING Page 6 of20 1 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 2 Drawings; the width shall be not Iess than that shown on the Drawings, providing 3 for the top seal space. 4 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 5 requirements of this specification. 6 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 7 K. Curing Materials 8 1. Membrane-Forming Compounds. 9 a. Conform to the requirements of ASTM C309,Type 2,white pigmented 10 compound and be of such nature that it shall not produce permanent 11 discoloration of concrete surfaces nor react deleteriously with the concrete. 12 b. The compound shall produce a firm, continuous uniform moisture-impermeable 13 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 14 concrete. 15 c. It shall,when applied to the damp concrete surface at the specified rate of 16 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 17 normal conditions suitable for concrete operations. 18 d. It shall adhere in a tenacious film without running off or appreciably sagging. 19 e. It shall not disintegrate, check, peel or crack during the required curing period. 20 f. The compound shall not peel or pick up under traffic and shall disappear from 21 the surface of the concrete by gradual disintegration. 22 g. The compound shall be delivered to the job site in the manufacturer's original 23 containers only, which shall be clearly labeled with the manufacturer's name, 24 the trade name of the material and a batch number or symbol with which test 25 samples may be correlated. 26 h. When tested in accordance with ASTM C156 Water Retention by Concrete 27 Curing Materials, the liquid membrane-forming compound shall restrict the loss 28 of water present in the test specimen at the time of application of the curing 29 compound to not more than 0.01-oz.-per-2 inches of surface. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL 32 A. Mix Design 33 1. Concrete Mix Design and Control 34 a. At least 10 calendar days prior to the start of concrete paving operations, the 35 Contractor shall submit a design of the concrete mix it proposes to use and a 36 full description of the source of supply of each material component. 37 b. The design of the concrete mix shall produce a quality concrete complying with 38 these specifications and shall include the following information: 39 1) Design Requirements and Design Summary 40 2) Material source 41 3) Dry weight of cement/cubic yard and type 42 4) Dry weight of fly ash/cubic yard and type, if used 43 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 44 6) Design water/cubic yard 45 7) Quantities, type, and name of admixtures with manufacturer's data sheets 46 S) Current strength tests or strength tests in accordance with ACI 318 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCrION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-7 CONCRETE PAVING Page 7 of 20 1 9) Current Sieve Analysis and-200 Decantation of fine and coarse aggregates 2 and date of tests 3 10) Fineness modulus of Fine aggregate 4 11) Specific Gravity and Absorption Values of fine and coarse aggregates 5 12) L.A. Abrasion of coarse aggregates 6 c. Once mix design approved by City, maintain intent of mix design and 7 maximum water to cement ratio. 8 d. No concrete may be placed on the job site until the mix design bas been 9 approved by the City. 10 2. Quality of Concrete 11 a. Consistency 12 1) In general, the consistency of concrete mixtures shall be such that: 13 a) Mortar shall cling to the coarse aggregate 14 b) Aggregate shall not segregate in concrete when it is transported to the 15 place of deposit 16 c) Concrete, when dropped directly from the discharge chute of the mixer, 17 shall flatten out at the center of the pile, but the edges of the pile shall 18 stand and not flow 19 d) Concrete and mortar shall show no free water when removed from the 20 mixer 21 e) Concrete shall slide and not flow into place when transported in metal 22 chutes at an angle of 30 degrees with the horizontal 23 f) Surface of the finished concrete shall be free from a surface film or 24 laitance 25 2) When field conditions are such that additional moisture is needed for the 26 final concrete surface finishing operation, the required water shall be 27 applied to the surface by hand sprayer only and be held to a minimum 28 amount. 29 3) The concrete shall be workable, cohesive,possess satisfactory finishing 30 qualities and be of the stiffest consistency that can be placed and vibrated 31 into a homogeneous mass. 32 4) Excessive bleeding shall be avoided. 33 5) If the strength or consistency required for the class of concrete being 34 produced is not secured with the minimum cement specified or without 35 exceeding the maximum water/cement ratio, the Contractor may use, or the 36 City may require, an approved cement dispersing agent(water reducer); or 37 the Contractor shall furnish additional aggregates, or aggregates with 38 different characteristics, or the Contractor may use additional cement in 39 order to produce the required results. 40 6) The additional cement may be permitted as a temporary measure, until 41 aggregates are changed and designs checked with the different aggregates 42 or cement dispersing agent. 43 7) The Contractor is solely responsible for the quality of the concrete 44 produced. 45 8) The City reserves the right to independently verify the quality of the 46 concrete through inspection of the batch plant, testing of the various 47 materials used in the concrete and by casting and testing concrete cylinders 48 or beams on the concrete actually incorporated in the pavement. 49 b. Standard Class CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 32 13 13-8 CONCRETE PAVING Page 8 of 20 1 1) Unless otherwise shown on the Drawings or detailed specifications, the 2 standard class for concrete paving for streets and alleys is shown in the 3 following table: 4 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strength2 Cementitious, Maximum psi Ratio Size inch P 517 3600 0.49 1-112 H 1 564 1 4500 0.45 1-1/2 5 1.All exposed horizontal concrete shall have entrained-air. 6 2.Minimum Compressive Strength Required. 7 8 2) Machine-Laid concrete: Class P 9 3) Hand-Laid concrete: Class H 10 c. High Early Strength Concrete(HES) 11 1) When shown on the Drawings or allowed,provide Class HES concrete for 12 very early opening of pavements area or leaveouts to traffic. 13 2) Design class HES to meet the requirements of class specified for concrete 14 pavement and a minimum compressive strength of 2,600 psi in 24 hours, 15 unless other early strength and time requirements are shown on the 16 Drawings allowed. 17 3) No strength overdesign is required. 18 19 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Celnentitious Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 20 21 d. S lump 22 1) Slump requirements for pavement and related concrete shall be as specified 23 in the following table: 24 25 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Ridin Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk, Curb and Gutter, Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 26 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 32 13 13-9 CONCRETE PAVING Page 9 of 20 1 2) No concrete shall be permitted with slump in excess of the maximums 2 shown. 3 3) Any concrete mix failing to meet the above consistency requirements, 4 although meeting the slump requirements, shall be considered 5 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 6 conditions. 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. Equipment 13 1. All equipment necessary for the construction of this item shall be on the project. 14 2. The equipment shall include spreading devices (augers), internal vibration, 15 tamping, and surface floating necessary to finish the freshly placed concrete in such 16 a manner as to provide a dense and homogeneous pavement. 17 3. Machine-Laid Concrete Pavement 18 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms 19 that are uniformly supported on a very firm subbase to prevent sagging under 20 the weight of machine. 21 b. Slip-Form Paver 22 1) Slip-form paving equipment shall be provided with traveling side forms of 23 sufficient dimensions, shape and strength so as to support the concrete 24 laterally for a sufficient length of time during placement. 25 2) City may reject use of Slip-Form Paver if paver requires over-digging and 26 impacts trees, mailboxes or other improvements. 27 4. Hand-Laid Concrete Pavement 28 a. Machines that do not incorporate these features, such as roller screeds or 29 vibrating screeds, shall be considered tools to be used in hand-laid concrete 30 construction, as slumps, spreading methods,vibration, and other procedures are 31 more common to hand methods than to machine methods. 32 5. City may reject equipment and stop operation if equipment does not meet 33 requirements. 34 B. Concrete Mixing and Delivery 35 1. Transit Batching: shall not be used—onsite mixing not permitted 36 2. Ready Mixed Concrete 37 a. The concrete shall be produced in an approved method conforming to the 38 requirements of this specification and ASTM C94/C94M. City shall have access 39 ready mix to get samples of materials. 40 b. City shall have access to ready mix plant to obtain material samples. 41 c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate 42 Procedure 2: CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-10 CONCRETE PAVING Page 10 of 20 1 1) As the mixer is being emptied, individual samples shall be taken after the 2 discharge of approximately 15 percent and 85 percent of the load. 3 2) The method of sampling shall provide that the samples are representative of 4 widely separated portions, but not from the very ends of the batch. 5 d. The mixing of each batch, after all materials are in the drum, shall continue until 6 it produces a thoroughly mixed concrete of uniform mass as determined by 7 established mixer performance ratings and inspection, or appropriate uniformity 8 tests as described in ASTM C94. 9 e. The entire contents of the drum shall be discharged before any materials are 10 placed therein for the succeeding batch. I I f. Retempering or remixing shall not be permitted. 12 3. Delivery 13 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 14 City to prevent cold joint. 15 4. Delivery Tickets 16 a. For all operations, the manufacturer of the concrete shall, before unloading, 17 furnish to the purchaser with each batch of concrete at the site a delivery ticket 18 on which is printed, stamped, or written, the following information to determine 19 that the concrete was proportioned in accordance with the approved mix design: 20 1) Name of concrete supplier 21 2) Serial number of ticket 22 3) Date 23 4) Truck number 24 5) Name of purchaser 25 6) Specific designation of job (name and location) 26 7) Specific class, design identification and designation of the concrete in 27 conformance with that employed in job specifications 28 8) Amount of concrete in cubic yards 29 9) Time loaded or of first mixing of cement and aggregates 30 10) Water added by receiver of concrete 31 11) Type and amount of admixtures 32 C. Subgrade 33 1. When manipulation or treatment of subgrade is required on the Drawings, the work 34 shall be performed in proper sequence with the preparation of the subgrade for 35 pavement. 36 2. The roadbed shall be excavated and shaped in conformity with the typical sections 37 and to the lines and grades shown on the Drawings or established by the City. 38 3. All holes, ruts and depressions shall be filled and compacted with suitable material 39 and, if required, the subgrade shall be thoroughly wetted and reshaped. 40 4. Irregularities of more than 112 inch., as shown by straightedge or template, shall be 41 corrected. 42 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 43 density as determined by ASTM D698. 44 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 45 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 46 pavement to ensure its being in a firm and moist condition. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised Deceinber 20,2012 32 13 l3-11 CONCRETE PAVING Page 11 of 20 1 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 2 of the work. 3 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 4 place concrete pavement. 5 10. After the specified moisture and density are achieved, the Contractor shall maintain 6 the subgrade moisture and density in accordance with this Section. 7 11. 1n the event that rain or other conditions may have adversely affected the condition 8 of the subgrade or base, additional tests may be required as directed by the City. 9 D. Placing and Removing Forms 10 1, Placing Forms 11 a. Forms for machine-laid concrete 12 1) The side forms shall be metal, of approved cross section and bracing, of a 13 height no less than the prescribed edge thickness of the concrete section, 14 and a minimum of 10 feet in length for each individual form. 15 2) Forms shall be of ample strength and staked with adequate number of pins 16 capable of resisting the pressure of concrete placed against them and the 17 thrust and the vibration of the construction equipment operating upon them 18 without appreciable springing, settling or deflection. 19 3) The forms shall be free from warps,bends or kinks and shall show no 20 variation from the true plane for face or top. 21 4) Forms shall be jointed neatly and tightly and set with exactness to the 22 established grade and alignment. 23 5) Forms shall be set to line and grade at least 200 feet, where practicable,yin 24 advance of the paving operations. 25 6) In no case shall the base width be less than 8 inches for a form 8 inches or 26 more in height. 27 7) Forms must be in firm contact with the subgrade throughout their length 28 and base width. 29 8) If the subgrade becomes unstable, forms shall be reset, using heavy stapes 30 or other additional supports may be necessary to provide the required 31 stability. 32 b. Forms for hand-laid concrete 33 1) Forms shall extend the full depth of concrete and be a minimum of 1 .1/2 34 inches in thickness or equivalent when wooden forms are used, or be of a 35 gauge that shall provide equivalent rigidity and strength when metal forms 36 are used. 37 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 38 wood forms shall be used. 39 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 40 shall be rejected. 41 2. Settling. When forms settle over 1/8 inch under finishing operations,paving 42 operations shall be stopped the forms reset to line and grade and the pavement then 43 brought to the required section and thickness. 44 3. Cleaning. Forms shall be thoroughly cleaned after each use. 45 4. Removal. 46 a. Forms shall remain in place until the concrete has taken its final set. 47 b. Avoid damage to the edge of the pavement when removing forms. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-12 CONCRETE PAVING Page 12 of 20 1 c. Repair damage resulting from form removal and honeycombed areas with a 2 mortar mix within 24 hours after form removal unless otherwise approved. 3 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 4 after a bulkhead for a transverse construction joint has been removed unless 5 otherwise approved. 6 e. When forms are removed before 72 hours after concrete placement,promptly 7 apply membrane curing compound to the edge of the concrete pavement. 8 E. Placing Reinforcing,Steel, Tie, and Dowel Bars 9 1. General 10 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 11 as shown on the Drawings. 12 b. All reinforcing steel shall be clean, free from rust in the form of loose or 13 objectionable scale, and of the type, size and dimensions shown on the 14 Drawings. 15 c. Reinforcing bars shall be securely wired together at the alternate intersections 16 and all splices and shall be securely wired at each intersection dowel and load- 17 transmission unit intersected. 18 d. All bars shall be installed in their required position as shown on the Drawings. 19 e. The storing of reinforcing or structural steel on completed roadway slabs 20 generally shall be avoided and, where permitted, such storage shall be limited 21 to quantities and distribution that shall not induce excessive stresses. 22 2. Splices 23 a. Provide standard reinforcement splices by lapping and tying ends. 24 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 25 the Drawings. 26 3. Installation of Reinforcing Steel 27 a. All reinforcing bars and bar mats shall be installed in the slab at the required 28 depth below the finished surface and supported by and securely attached to bar 29 chairs installed on prescribed longitudinal and transverse centers as shown by 30 sectional and detailed drawings on the Drawings. 31 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 32 on the Drawings and shall be approved by the City prior to extensive 33 fabrication. 34 c. After the reinforcing steel is securely installed above the subgrade as specified 35 in Drawings and as herein prescribed, no loading shall be imposed upon the 36 bar mats or individual bars before or during the placing or finishing of the 37 concrete. 38 4. Installation of Dowel Bars 39 a. Install through the predrilled joint filler and rigidly support in true horizontal 40 and vertical positions by an assembly of bar chairs and dowel baskets. 41 b. Dowel Baskets 42 1) The dowels shall be held in position exactly parallel to surface and 43 centerline of the slab, by a dowel basket that is left in the pavement. 44 2) The dowel basket shall hold each dowel in exactly the correct position so 45 firmly that the dowel's position cannot be altered by concreting operations. 46 c. Dowel Caps 47 1) Install cap to allow the bar to move not less than 1-114 inch in either 48 direction. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-13 CONCRETE PAVING Page 13 of 20 1 5. Tie Bar and Dowel Placement 2 a. Place at mid-depth of the pavement slab,parallel to the surface. 3 b. Place as shown on the Drawings. 4 6. Epoxy for Tie and Dowel Bar Installation 5 1) Epoxy bars as shown on the Drawings. 6 2) Use only drilling operations that do not damage the surrounding operations. 7 3) Blow out drilled holes with compressed air. 8 4) Completely fill the drilled hole with approved epoxy before inserting the tic 9 bar into the hole. 10 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 11 F. Joints 12 1. Joints shall be placed where shown on the Drawings or where directed by the City. 13 2. The plane of all joints shall make a right angle with the surface of the pavement. 14 3. No joints shall have an error in alignment of more than 112 inch at any point. 15 4. Joint Dimensions 16 a. The width of the joint shall be shown on the Drawings, creating the joint 17 sealant reservoir. 18 b. The depth of the joint shall be shown on the Drawings. 19 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 20 recommendations. 21 d. After curing,the joint sealant shall be 118 inch to 1/4 inch below the pavement 22 surface at the center of the joint. 23 5. Transverse Expansion Joints 24 a. Expansion joints shall be installed perpendicularly to the surface and to the 25 centerline of the pavement at the locations shown on the Drawings, or as 26 approved by the City. 27 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 28 approved by the City. 29 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 30 approved by the City, and shall be installed at the specified spacing. 31 d. Support dowel bars with dowel baskets. 32 e. Dowels shall restrict the free opening and closing of the expansion join and 33 shall not make planes of weaknesses in the pavement. 34 f. Greased Dowels for Expansion Joints. 35 1) Coat dowels with a thin film of grease or other approved de-bonding 36 material. 37 2) Provide dowel caps on the lubricated end of each dowel bar. 38 g. Proximity to Existing Structures. When the pavement is adjacent to or around 39 existing structures, expansions joints shall be constructed in accordance with 40 the details shown on the Drawings. 41 6. Transverse Contraction Joints 42 a. Contraction or dummy joints shall be installed at the locations and at the 43 intervals shown on the Drawings. 44 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 45 approved by the City. 46 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 47 approved by the City, and shall be installed at the specified spacing. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-14 CONCRETE PAVING Page 14 of 20 1 d. Joints shall be sawed into the completed pavement surface as soon after initial 2 concrete set as possible so that some raveling of the concrete is observed in 3 order for the sawing process to prevent uncontrolled shrinkage cracking. 4 e. The joints shall be constructed by sawing to a 114 inch width and to a depth of 5 113 inch (114 inch permitted if limestone aggregate used) of the actual 6 pavement thickness, or deeper if so indicated on the Drawings. 7 f. Complete sawing as soon as possible in hot weather conditions and within a 8 maximum of 24 hours after saw cutting begins under cool weather conditions. 9 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 10 the point where some raveling is observed. 11 h. Damage by blade action to the slab surface and to the concrete immediately 12 adjacent to the joint shall be minimized. 13 i. Any portion of the curing membrane which has been disturbed by sawing 14 operations shall be restored by spraying the areas with additional curing 15 compound. 16 7. Transverse Construction Joints 17 a. Construction joints formed at the close of each day's work or when the placing 18 of concrete has been stopped for 30-minutes or longer shall be constructed by 19 use of metal or wooden bulkheads cut true to the section of the finished 20 pavement and cleaned. 21 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 22 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 23 surface and at right angles to the centerline of the pavement. 24 d. Edges shall be rounded to 1l4 inch radius. 25 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 26 the work. 27 8. Longitudinal Construction Joints 28 a. Longitudinal construction joints shall be of the type shown on the Drawings. 29 9. Joint Filler 30 a. Joint filler shall be as specified in 2.2.1 of the size and shape shown on the 31 Drawings. 32 b. Redwood Board joints shall be used for all pavement joints except for 33 expansion joints that are coincident with a butt joint against existing 34 pavements. 35 c. Boards with less than 25-percent of moisture at the time of installation shall be 36 thoroughly wetted on the job. 37 d. Green lumber of much higher moisture content is desirable and acceptable. 38 c. The joint filler shall be appropriately drilled to admit the dowel bars when 39 required. 40 £ The bottom edge of the filler shall extend to or slightly below the bottom of the 41 slab. The top edge shall be held approximately 112 inch below the finished 42 surface of the pavement in order to allow the finishing operations to be 43 continuous. 44 g. The joint filler may be composed of more than one length of board in the 45 length of joint,but no board of a length less than 6 foot may be used unless 46 otherwise shown on the Drawings. 47 h. After the removal of the side forms, the ends of the joints at the edges of the 48 slab shall be carefully opened for the entire depth of the slab. CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 3213 13-15 CONCRETE PAVING Page 15 of 20 1 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 2 and as specified in Section 32 13 73. Materials shall generally be handled and 3 applied according to the manufacturer's recommendations as specified in Section 4 32 1373. 5 G. Placing Concrete 6 1. Unless otherwise specified in the Drawings, the finished pavement shall be 7 constructed monolithically and constructed by machined laid method unless 8 impractical. 9 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 10 shall be distributed to the required depth and for the entire width of the pavement 11 by shoveling or other approved methods. 12 3. Any concrete not placed as herein prescribed within the time limits in the following 13 table will be rejected. Time begins when the water is added to the mixer. 14 Tem erature—Time Requirements Concrete Temperature Max Time---minutes Max Time—minutes at point ofplacement) no retarding agent) with retarding agent)' Non-Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time may be reduced by 75 city Above 75°F thru 90°F 60 90 75°F and Below 60 120 15 1 Normal dosage of retarder. 16 17 4. Rakes shall not be used in handling concrete. 18 5. At the end of the day, or in case of unavoidable interruption or delay of more than 19 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 20 placed in accordance with 3.4.F.7 of this Section. 21 6. Honcycombing 22 a. Special care shall be taken in placing and spading the concrete against the 23 forms and at all joints and assemblies so as to prevent honeycombing. 24 b. Excessive voids and honeycombing in the edge of the pavement,revealed by 25 the removal of the side forms, may be cause for rejection of the section of slab 26 in which the defect occurs. 27 H. Finishing 28 1. Machine 29 a. Tolerance Limits 30 1) While the concrete is still workable, it shall be tested for irregularities with 31 a 10 foot straightedge placed parallel to the centerline of the pavement so as 32 to bridge depressions and to touch all high spots. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-16 CONCRETE PAVING Page 16 of 20 1 2) Ordinates measured from the face of the straightedge to the surface of the 2 pavement shall at no place exceed 1116 inch-per-foot from the nearest point 3 of contact. 4 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 5 than 118 inch. 6 4) Any surface not within the tolerance limits shall be reworked and 7 refinished. 8 b. Edging 9 1) The edges of slabs and all joints requiring edging shall be carefully tooled 10 with an edger of the radius required by the Drawings at the time the 11 concrete begins to take its "set" and becomes non-workable. 12 2) All such work shall be left smooth and true to lines. 13 2. Hand 14 a. Hand finishing permitted only in intersections and areas inaccessible to a 15 finishing machine. 16 b. When the hand method of striking off and consolidating is permitted, the 17 concrete, as soon as placed, shall be approximately leveled and then struck off 18 with screed bar to such elevation above grade that,when consolidated and 19 finished, the surface of the pavement shall be at the grade elevation shown on 20 the Drawings. 21 c. A slight excess of material shall be kept in front of the cutting edge at all times. 22 d. The straightedge and joint finishing shall be as prescribed herein. 23 I. Curing 24 1. The curing of concrete pavement shall be thorough and continuous throughout the 25 entire curing period. 26 2. Failure to provide proper curing as herein prescribed shall be considered as 27 sufficient cause for immediate suspension of the paving operations. 28 3. The curing method as herein specified does not preclude the use of any of the other 29 commonly used methods of curing, and the City may approve another method of 30 curing if so requested by the Contractor. 31 4. If any selected method of curing does not afford the desired results, the City shall 32 have the right to order that another method of curing be instituted. 33 5. After removal of the side forms, the sides of the slab shall receive a like coating 34 before earth is banked against them. 35 6. The solution shall be applied,under pressure with a spray nozzle, in such a manner 36 as to cover the entire surfaces thoroughly and completely with a uniform film. 37 7. The rate of application shall be such as to ensure complete coverage and shall not 38 exceed 20-square-yards-per-gallon of curing compound. 39 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 40 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 41 curing period. 42 9. If for any reason the seal is broken during the curing period, it shall be immediately 43 repaired with additional sealing solution. 44 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 45 Materials, the curing compound shall provide a film which shall have retained 46 within the test specimen a percentage of the moisture present in the specimen when 47 the curing compound was applied according to the following. CITY OF FORT WORTH WESTSME V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 13-17 CONCRETE PAVING Page 17 of 20 1 11. Contractor shall maintain and properly repair damage to curing materials on 2 exposed surfaces of concrete pavement continuously for a least 72 hours. 3 J. Monolithic Curbs 4 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 5 back from the paving mixer, shall be placed within 20-minutes after being mixed. 6 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 7 shall be thoroughly worked with a wooden flat. 8 3. The exposed edges shall be rounded by the use of an edging tool to the radius 9 indicated on the Drawings. 10 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 11 K. Alley Paving 12 1. Alley paving shall be constructed in accordance with the specifications for concrete 13 paving hereinbefore described, in accordance with the details shown on the 14 Drawings, and with the following additional provisions: 15 a. Alley paving shall be constructed to the typical cross sections shown on the 16 Drawings. 17 b. Transverse expansion joints of the type shown on the Drawings shall be 18 constructed at the property line on each end of the alley with a maximum 19 spacing of 600 feet. 20 c. Transverse contraction and dummy joints shall be placed at the spacing shown 21 on the Drawings. 22 d. Contraction and dummy joints shall be formed in such a manner that the 23 required joints shall be produced to the satisfaction of the City. 24 e. All joints shall be constructed in accordance with this specification and filled 25 in accordance with the requirement of Section 32 13 73. 26 L. Pavement Leaveouts 27 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 28 provided at location indicated on the Drawings or as directed by the City. 29 2. The extent and location of each leaveout required and a suitable crossover 30 connection to provide for traffic movements shall be determined in the field by the 31 City. 32 3.5 REPAIR 33 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 34 specified in Section 32 01 29. 35 3.6 RE-INSTALLATION [NOT USED] 36 3.7 SITE QUALITY CONTROL 37 A. Concrete Placement 38 1. Place concrete using a fully automated paving machine. Hand paving only 39 permitted in areas such as intersections where use of paving machine is not 40 practical 41 a. All concrete pavement not placed by hand shall be placed using a fully 42 automated paving machine as approved by the City. 43 b. Screeds will not be allowed except if approved by the City. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3213 13-18 CONCRETE PAVING Page 18 of 20 1 B. Testing of Materials 2 1. Provide samples of all materials for 1ga&g test shall be—El."" 41—--JV- ef the 3 City,unless otherwise specified in the special provisions or in the Drawings. 4 2. In the event the initial sampling and testing does not comply with the specifications, 5 all subsequent testing of the material in order to determine if the material is 6 acceptable shall be at the Contractor's expense at the same rate charged by the 7 commercial laboratories. 8 3. All testing shall be in accordance with applicable ASTM Standards and concrete 9 testing technician must be ACI certified or equivalent. 10 C. Pavement Thickness Test 11 1. Upon completion of the work and before final acceptance and final payment shall 12 be made, ern form pavement thickness test shall be tmde by the Gity. 13 2. The number of tests and location shall be at the discretion of the City,unless 14 otherwise specified in the special provisions or on the Drawings. 15 3. The cost for the initial pavement thickness test shall be the expense of the 16 Contractor City. 17 4. In the event a deficiency in the thickness of pavement is revealed during normal 18 testing operations, subsequent tests necessary to isolate the deficiency shall be at 19 the Contractor's expense. 20 5. The cost for additional coring test shall be at the same rate charged by commercial 21 laboratories. 22 6. Where the average thickness of pavement in the area found to be deficient in 23 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be 24 made at an adjusted price as specified in the following table. 25 Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0,00-0.20 100 percent 0,21 -0.30 80 percent 0.31 -0.40 70 percent 0.41 -0.50 60 percent 26 27 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 28 more than 0.75 inch or 1110 of the thickness specified on the Drawings, whichever 29 is greater, shall be evaluated by the City. 30 S. If, in the judgment of the City the area of such deficiency should not be removed 31 and replaced, there shall be no payment for the area retained. 32 9. If, in the judgment of the City, the area of such deficiency warrants removal, the 33 area shall be removed and replaced, at the Contractor's entire expense, with 34 concrete of the thickness shown on the Drawings. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3213 13-19 CONCRETE PAVING Page 19 of 20 1 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 2 than 1110 of the plan thickness, whichever is greater, shall be removed and 3 replaced, at the Contractor's entire expense, with concrete of the thickness shown 4 on the Drawings. 5 11. No additional payment over the contract unit price shall be made for any pavement 6 of a thickness exceeding that required by the Drawings. 7 D. Pavement Strength Test 8 1. During the progress of the work, the Eity shall provide trained technicians to cast 9 test cylinders for conforming to ASTM C31, to maintain a check on the 10 compressive strengths of the concrete being placed. 11 2. After the cylinders have been cast, they shall remain on the job site and then 12 transported, moist cured, and tested bythe City in accordance with ASTM C31 and 13 ASTM C39. 14 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at 15 28 days, and I cylinder shall be held or tested at 56 days, if necessary. 16 4. If the 28 day test results indicate deficient strength,the Contractor may, at its option 17 and expense, core the pavement in question and have the cores tested by an 18 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 19 the average of all cores must meet 100 percent of the minimum specified strength, 20 with no individual core resulting in less than 90 percent of design strength, to 21 override the results of the cylinder tests. 22 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not 23 meet minimum specified strength, additional cores shall be taken to identify the 24 limits of deficient concrete pavement at the expense of the Contractor. 25 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 26 meeting the minimum specified strength shall be subject to the money penalties or 27 removal and placement at the Contractor's expense as show in the following table. 28 Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent-Not More Than 10 percent 90-percent Greater Than 10 percent-Not More Than 15 percent 80-percent Ch-eater Than 15 percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 29 30 7. The amount of penalty shall be deducted from payment due to Contractor; such as 31 penalty deducted is to defray the cost of extra maintenance. 32 8. The strength requirements for structures and other concrete work are not altered by 33 the special provision. 34 9. No additional payment over the contract unlit price shalI be made for any pavement 35 of strength exceeding that required by the Drawings and/or specifications. 36 E. Cracked Concrete Acceptance Policy 37 1. If cracks exist in concrete pavement upon completion of the project, the Project 38 Inspector shall make a determination as to the need for action to address the 39 cracking as to its cause and recommended remedial work. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3213 13-20 CONCRETE PAVING Page 20 of 20 1 2. If the recommended remedial work is routing and sealing of the cracks to protect 2 the subgrade, the Inspector shall make the determination as to whether to rout and 3 seal the cracks at the time of final inspection and acceptance or at any time prior to 4 the end of the project maintenance period. The Contractor shall perform the routing 5 and sealing work as directed by the Project Inspector, at no cost to the City, 6 regardless of the cause of the cracking. 7 3. If remedial work beyond routing and sealing is determined to be necessary, the 8 Inspector and the Contractor will attempt to agree on the cause of the cracking. If 9 agreement is reached that the cracking is due to deficient materials or workmanship, 10 the Contractor shall perform the remedial work at no cost to the City. Remedial I 1 work in this case shall be limited to removing and replacing the deficient work with 12 new material and workmanship that meets the requirements of the contract. 13 4. If remedial work beyond routing and sealing is determined to be necessary, and the 14 Inspector and the Contractor agree that the cause of the cracking is not deficient 15 materials or workmanship, the City may request the Contractor to provide an 16 estimate of the cost of the necessary remedial work and/or additional work to 17 address the cause of the cracking, and the Contractor will perform that work at the 18 agreed-upon price if the City elects to do so. 19 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on 20 the cause of the cracking, the City may hire an independent geotechnical engineer 21 to perform testing and analysis to determine the cause of the cracking. The 22 contractor will escrow 50 percent of the proposed costs of the geotecbnical contract 23 with the City. The Contractor and the City shall use the services of a geotechnical 24 firm acceptable to both parties. 25 6. If the geotechnical engineer determines that the primary cause of the cracking is the 26 Contractor's deficient material or workmanship, the remedial work will be 27 performed at the Contractor's entire expense and the Contractor will also reimburse 28 the City for the balance of the cost of the geotechnical investigation over and above 29 the amount that has previously been escrowed. Remedial work in this case shall be 30 limited to removing and replacing the deficient work with new material and 31 workmanship that meets the requirements of the contract. 32 7. If the geotechnical engineer determines that the primary cause of the cracking is not 33 the Contractor's deficient material or workmanship, the City will return the 34 escrowed funds to the Contractor. The Contractor, on request,will provide the City 35 an estimate of the costs of the necessary remedial work and/or additional work and 36 will perform the work at the agreed-upon price as directed by the City. 37 3.8 -3.14 [NOT USED] 38 END OF SECTION 39 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A—Modified items to be included in price bid 05/21/2014 Doug Rademaker 2.2.1)—Modified to clarify acceptable fly ash substitution in concrete paving 40 CITY OF FORT WORTH WESTSIDE'V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 321320-1 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Pagel of 6 1 SECTION 3213 20 2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks/mowstrips 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Modified 1.1.A.1 11 2. Modified 1.2.A.Lb.1 12 3. Added 1.2.A.I.b.2 13 4. Modified 1.2.A.2.b.1 14 5. Added 1.2.A.2.b.2 15 6. Modified 1.2.A.3.b.1 16 7. Added 1.2.A.3.b.2 17 8. Removed 1.2.A.3 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 20 2. Division 1 - General Requirements 21 3. Section 02 4I 13 -Selective Site Demolition 22 4. Section 32 13 13 - Concrete Paving 23 5. Section 32 13 73 -Concrete Paving Joint Sealants 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Concrete Sidewalk 27 a. Measurement 28 1) Measurement for this Item shall be by the square foot of completed and 29 accepted Concrete Sidewalk in its final position for various: 30 a) Thicknesses 31 b) Types 32 b. Payment 33 1) Unit Price-The work performed and materials furnished in accordance 34 with this Item and measured as provided under"Measurement"will be paid 35 for at the unit price bid per square foot of Concrete Sidewalk. 36 2) Lump Sum Price-The work performed and materials furnished in 37 accordance with this Item and measured as provided under"Measurement" 38 will be included in the total lump sum price. 39 c. The price bid shall include: 40 1) Excavating and preparing the subgrade CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised June 5,2018 321320-2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 6 1 2) Furnishing and placing all materials 2 2. Concrete Curb at Back of Sidewalk(6 to 12 inch max) 3 a. Measurement 4 1) Measurement for this Item shall be by the linear foot of completed and 5 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb 6 height at back of walk in its final position. 7 b. Payment 8 1) Unit Price-The work performed and materials furnished in accordance 9 with this Item and measured as provided under"Measurement"will be paid 10 for at the unit price bid per linear foot of Concrete Curb at the Back of 11 Sidewalk, 12 2) Lump Sum Price- The work performed and materials furnished in 13 accordance with this Item and measured as provided under"Measurement" 14 will be included in the total lump sum price. 15 c. The price bid shall include: 16 1) Excavating and preparing the subgrade 17 2) Furnishing and placing all materials, including concrete and reinforcing 18 steel 19 3) Excavation in back of"retaining" curb 20 4) Furnishing,placing, and compacting backfill 21 3, Concrete Driveway 22 a. Measurement 23 1) Measurement for this Item shall be by the square foot of completed and 24 accepted Concrete Driveway in its final position for various: 25 a) Thicknesses 26 b) Types 27 2) Dimensions will be taken from the back of the projected curb, including the 29 area of the curb radii and will extend to the limits specified in the 29 Drawings. 30 3) Sidewalk portion of drive will be included in driveway measurement. 31 4) Curb on drive will be included in the driveway measurement. 32 b. Payment 33 1) Unit Price-The work performed and materials furnished in accordance 34 with this Item and measured as provided under"Measurement"will be paid 35 for at the unit price bid per square foot of Concrete Driveway, 36 2) Lump Sum Price-The work performed and materials furnished in 37 accordance with this Item and measured as provided under"Measurement" 38 will be included in the total lump sum price. 39 c. The price bid shall include: 40 1) Excavating and preparing the subgrade 41 2) Furnishing and placing all materials 42 4. Buffier Yree Ramp 43 a. Measuf effief4 44 45 46 a) Types 47 b. Payffie CITY OF FORT WORTH WESTSIDE V_PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised June 5,2018 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Pa.-e3 of 1 2 »will be paid R*-at the tini 3 "installed. 4 e. The pfiee bid ihall iftelude!. 5 6 7 8 9 10 1.3 REFERENCES 11 A. Abbreviations and Acronyms 12 1. TAS—Texas Accessibility Standards 13 2. TDLR—Texas Department of Licensing and Regulation 14 B. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. American Society for Testing and Materials (ASTM) 19 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 20 Construction(Non-extruding and Resilient Types) 21 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 22 Standard Effort(12,400 ft-lbf/ft3) 23 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 24 1.5 SUBMITTALS INOT USED] 25 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 26 A. Mix Design: submit for approval. Section 32 13 13. 27 B. Product Data: submit product data and sample for pre-cast detectable warning for 28 barrier free ramp. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 33 1.11 FIELD CONDITIONS 34 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised June 5,2018 321320-4 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 6 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED) 4 2.2 EQUIPMENT AND MATERIALS 5 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 6 the finished work. 7 B. Concrete: see Section 32 13 13. 8 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 9 class for concrete sidewalks, driveways and barrier free ramps is shown in the 10 following table: 11 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 12 C. Reinforcement: see Section 32 13 13. 13 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be 43 deformed 14 bars at 18 inches on-center-both-ways at the center plane of all slabs, unless 15 otherwise shown on the Drawings or detailed specifications. 16 D. Joint Filler 17 1. Wood Filler: see Section 32 13 13. 18 2. Pre-Molded Asphalt Board Filler 19 a. Use only in areas where not practical for wood boards. 20 b. Fre-molded asphalt board filler: ASTM D545. 21 c. Install the required size and uniform thickness and as specified in Drawings. 22 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 23 mixture of asphalt and vegetable fiber and/or mineral filler. 24 E. Expansion Joint Sealant: see,Section 32 13 73 where shown on the Drawings. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED1 30 3.3 PREPARATION 31 A. Surface Preparation 32 1. Excavation:Excavation required for the construction of sidewalks, driveways and 33 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 34 established by the City. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised June 5,2018 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 2. Fine Grading 2 a. The Contractor shall do all necessary filling, leveling and fine grading required 3 to bring the subgrade to the exact grades specified and compacted to at least 90 4 percent of maximum density as determined by ASTM D698. 5 b. Moisture content shall be within minus 2 to plus 4 of optimum. 6 c. Any over-excavation shall be repaired to the satisfaction of the City. 7 B. Demolition./Removal 8 1. Sidewalk, Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13, 9 3.4 INSTALLATION 10 A. General 11 L Concrete sidewalks shall have a minimum thickness of 4 inches. 12 2. Sidewalks constructed in driveway approach sections shall have a minimum 13 thickness equal to that of driveway approach or as called for by Drawings and 14 specifications within the limits of the driveway approach. 15 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for 16 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 17 The construction of the driveway approach shall include the variable height radius 18 curb in accordance with the Drawings. 19 4. All pedestrian facilities shall comply with provisions of TAS including location, 20 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 21 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 22 separate pay). 23 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 24 position during the depositing of concrete. 25 C. Reinforcement: see Section 32 13 13. 26 D. Concrete Placement: see Section 32 13 13. 27 E. Finishing 28 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 29 even surface. 30 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 31 3. Provide exposed aggregate finish if specified. 32 4. Edge joints and sides shall with suitable tools. 33 F. Joints 34 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 35 using redwood. 36 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 37 foot intervals for 5 foot wide and greater sidewalk. 38 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 39 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 40 Similar material shall be placed around all obstructions protruding into or through 41 sidewalks or driveways. 42 4. All expansion joints shall be 1/2 inch in thickness. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised.lune 5,2018 32 1320-6 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 6 of 6 1 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 2 be finished to approximately a 112 inch radius with a suitable finishing tool. 3 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 4 marking tool. 5 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 6 G. Barrier Free Ramp 7 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 8 manufactured by StrongGo Industries or approved equal by the City. 9 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 10 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 11 landing where the pedestrian access route enters the street. 12 3. Locate detectable warning surface so that the edge nearest the curb line is a 13 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 14 curb. 15 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 16 5. Install detectable warning surface according to manufacturer's instructions. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.3—Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F.Griffin Corrected Part 1, 1.2,A,3,b, 1 to read;from. . .square foot of Concrete Sidewalk. to...each`Barrier Free Ramp"installed. June 5,2018 M Owen Revised Measurement and Payment,section. 28 CITY OF FORT WORTH WESTSIDF..V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised.Tune 5,2018 321373-1 CONCRETE PAVING JOINT SEALANTS Page I of4 1 SECTION 32 13 73 2 CONCRETE PAVING JOINT SEALANTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.2.a 9 2. Added 1.2.A.2.b 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 I - General Requirements 13 3. Section 32 13 13 - Concrete Paving 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Concrete Paving Joint Sealants 16 1. Measurement 17 a. Measurement for this Item shall be by the linear foot of Joint Sealant completed 18 and accepted only when specified in the Drawings to be a pay item. 19 2. Payment 20 a. Unit Price-The work performed and materials furnished in accordance with 21 this Item are subsidiary to the various items being placed and no other 22 compensation will be allowed, unless specifically specified on Drawings. 23 b. Lump Sum Price-The work performed and materials furnished in accordance 24 with this Item are included in the total lump sum price. 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. ASTM International (ASTM): 31 a. D5893, Standard Specification for Cold Applied, Single Component, 32 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 33 Pavements 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 ACTION SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Test and Evaluation Reports CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 73-2 CONCRETE PAVING JOINT SEALANTS Page 2 of4 1 1. Prior to installation, furnish certification by an independent testing laboratory that 2 the silicone joint sealant meets the requirements of this Section. 3 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 4 has a minimum 2-year demonstrated, documented successful field performance 5 with concrete pavement silicone joint sealant systems. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 10 1.11 FIELD CONDITIONS 11 A. Do not apply joint sealant when the air and pavement temperature is less than 35 12 degrees F 13 B. Concrete surface must be clean, dry and frost free. 14 C. Do not place sealant in an expansion-type joint if surface temperature is below 35 15 degrees F or above 90 degrees F. 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 19 2.2 MATERIALS &EQUIPMENT 20 A. Materials 21 1. Joint Sealant: ASTM D5893. 22 2. Joint Filler, Backer Rod and Breaker Tape 23 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 24 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 25 b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent 26 the joint sealant from flowing to the bottom of the joint. 27 c. The backer rod and breaker tape shall be compatible with the silicone joint 28 sealant and no bond or reaction shall occur between them. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH WF.STSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 321373-3 CONCRETE PAVING JOINT SEALANTS Page of 1 3.4 INSTALLATION 2 A. General 3 1. The silicone sealant shall be cold applied. 4 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 5 prior to sealing joints. 6 3. Perform joint reservoir saw cutting, cleaning,bond breaker installation, and joint 7 sealant placement in a continuous sequence of operations. 8 4. See Drawings for the various joint details with their respective dimensions. 9 B. Equipment 10 1. Provide all necessary equipment and keep equipment in a satisfactory working 11 condition. 12 2. Equipment shall be inspected by the City prior to the beginning of the work. 13 3. The minimum requirements for construction equipment shall be as follows: 14 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 15 complete the joint sawing to the required dimensions. 16 b. Air Compressors. The delivered compressed air shall have a pressure in excess 17 of 90 psi and shall be suitable for the removal of all free water and oil from the 18 compressed air. 19 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 20 of sealant to the joint. 21 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 22 the joint. 23 c. Sandblaster. The design shall be for commercial use with air compressors as 24 specified in this Section. 25 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 26 free of contamination. They shall be compatible with the joint depth and width 27 requirements. 28 C. Sawing Joints: see Section 32 13 13. 29 D. Cleaning joints 30 1. Dry saw in I direction with reverse cutting blade then sand blast. 31 2. Use compressed air to remove the resulting dust from the joint. 32 3. Sandblast joints after complete drying. 33 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 34 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 35 face of the joint. 36 b. Sandblast both joint faces sandblasted in separate, 1 directional passes. 37 c. When sandblasting is complete, blow-out using compressed air. 38 d. The blow tube shall fit into the joints. 39 4. Check the blown joint for residual dust or other contamination. 40 a. If any dust or contamination is found,repeat sandblasting and blowing until the 41 joint is cleaned. 42 b. Do not use solvents to remove stains and contamination. 43 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 44 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 45 the joint sealant. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 32 13 73-4 CONCRETE PAVING JOINT SEALANTS Page of4 1 7. Do not leave open, cleaned joints imsealed overnight. 2 E. Joint Sealant 3 1. Apply the joint sealant upon placement of the bond breaker rod and tape,using the 4 mechanical injection tool. 5 2. Do not seal joints unless they are clean and dry. 6 3. Remove and discard excess sealant left on the pavement surface. 7 a. Do not excess use to seal the joints. 8 4. The pavement surface shall present a clean final condition as determined by City. 9 5. Do not allow traffic on the fresh sealant until it becomes tack-free. 10 F. Approval of Joints 11 1. The City may request a representative of the sealant manufacturer to be present at 12 the job site at the beginning of the final cleaning and sealing of joints. 13 a. The representative shall demonstrate to the Contractor and the City the 14 acceptable method for sealant installation. 15 b. The representative shall approve the clean, dry joints before the sealing 16 operation commences. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL ]NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DA'Z'E NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH WESTSIDE V- PART I -ELEVATED STORAGE TANK STANDARD CONSTRUC'T'ION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3231 13-1 CIIAIN LINK FENCE AND GATES Page 1 of 7 1 SECTION 32 3113 2 CHAIN LINK FENCE AND GATES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Galvanized coated chain link(non-security)fencing and accessories in accordance 7 with the City's Zoning Ordinance. 8 2. Wrought iron fencing and accessories 9 3. Steel tube fencing and accessories 10 4. On utility projects: I I a. When existing fence is within the project Site(i.e. parallel to the utility trench I2 and/or within utility easement) and is directly disturbed by construction 13 activities, fencing will be paid for as listed in Article 1.2 below. 14 b. When existing fence is crossing the proposed utility trench, the work performed 15 and materials furnished in accordance with fence replacement will be considered 16 subsidiary to the trench and no other compensation will be allowed. 17 c. When existing fence is outside of the limits of the project Site or is identified as 18 protected on the Drawings and is disturbed and/or by construction activities, 19 replacement will be at the expense of the Contractor and no other compensation 20 will be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. Modified 1.2.A.1.b.1 23 2. Added 1.2.A.1.b.2 24 3. Modified 1.2.A.2.b.1 25 4. Added 1.2.A.2.b.2 26 5- Modified 1.2.A.3.b.1 27 6. Added 1.2.A.3.b.2 28 C. Related Specification Sections include, but are not necessarily limited to: 29 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 30 2. Division I - General Requirements 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Chain Link Fence 34 a. Measurement 35 1) Measurement for this Item shall be by the linear foot of Chain Link Fence 36 installed. 37 b. Payment 38 1) Unit Price-The work performed and materials furnished in accordance 39 with this Item and measured as provided under"Measurement"will be paid 40 for at the unit price bid per linear foot of Chain Link Fence installed for 41 various: 42 a) Heights CITY OF FORT WORTH WESTS]DEV-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 3231 13-2 CHAIN LINK FENCE AND GATES Page 2 of 7 1 b) Fabric materials 2 2) Lump Sum Price- The work performed and materials furnished in 3 accordance with this Item for various heights and various fabric materials and 4 measured as provided under"Measurement"will be included in the total lump 5 sum price. 6 c. The price bid shall include: 7 1) Furnishing and installing all fence and gate materials 8 2) Mow strip, if shown in Drawings 9 3) Cleanup 10 4) Hauling 11 2. Wrought iron Fence 12 a. Measurement 13 1) Measurement for this Item shall be by the linear foot of Wrought Iron 14 Fence installed. 15 b. Payment 16 1) Unit Price-The work performed and materials furnished in accordance 17 with this Item and measured as provided under"Measurement"will be paid 18 for at the unit price bid per linear foot of Wrought Iron Fence installed for 19 various heights. 20 2) Lump Sum Price-The work performed and materials furnished in 21 accordance with this Item for various heights and measured as provided under 22 "Measurement"will be included in the total lump sum price. 23 c. The price bid shall include: 24 1) Furnishing and installing all fence and gate materials 25 2) Mow strip, if shown in Drawings 26 3) Cleanup 27 4) Hauling 28 3. Steel Tube Fence 29 a. Measurement 30 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence 31 installed. 32 b. Payment 33 1) Unit Price-The work performed and materials furnished in accordance 34 with this Item and measured as provided under"Measurement"will be paid 35 for at the unit price bid per linear foot of Steel Tube Fence installed for 36 various heights. 37 2) Lump Sum Price- The work performed and materials furnished in 38 accordance with this Item for various heights and measured as provided under 39 "Measurement"will be included in the total Iump sum price 40 c. The price bid shall include: 41 1) Furnishing and installing all fence and gate materials 42 2) Mow strip, if shown in Drawings 43 3) Cleanup 44 4) Hauling 45 1.3 REFERENCES 46 A. Reference Standards CITY OF FORT WORTH WFSTSIDF V-PART I _ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3231 ]3-3 CHAIN LINK FENCE AND GATES Page 3 of 7 1 1. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this 3 specification,unless a date is specifically cited. 4 2, American Society for Testing and Materials (ASTM): 5 a. A 36, Standard Specification for Carbon Structural Steel 6 b. A 123, Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron 7 and Steel Products 8 c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric 9 d. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon 10 Steel Structural Tubing in Rounds and Shapes 11 e. F 626, Standard Specification for Fence Fittings 12 f. F 1043, Standard Specification for Strength and Protective Coatings on Steel 13 Industrial Chain Link Fence Framework 14 g. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 15 (Galvanized) Welded, for Fence Structures 16 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 ACTION SUBMITTALS 19 A. Shop drawings 20 1. Layout of fences and gates with dimensions, details, and finishes of components, 21 accessories and post foundations if requested by the City. 22 B. Product data 23 1. Manufacturer's catalog cuts indicating material compliance and specified options. 24 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 110 DELIVERY,STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1..1.2 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS 32 2.1 OWNER-FiJRNISHED [NOT USED] 33 2.2 MANUFACTURED UNITS/MATERIALS 34 A. Manufacturer 35 1. Minimum of 5 years of experience manufacturing galvanized coated chain link 36 fencing. 37 2, Approved Manufacturer or equal: 38 a. Allied Fence,Inc. 39 b. American Fence Corp. 40 c. Anchor Fence, Inc. 41 d. Master Halco, Inc. CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3231 13-4 CHAIN FINK FENCE AND GATES Page 4 of 7 1 B. Materials 2 1. Chain Link Fence 3 a. General 4 1) Posts, gate frames, braces,rails, stretcher bars,truss rods and tension wire 5 shall be of steel. 6 2) Gate hinges,post caps, barbed wire supporting arms, stretcher bar bands 7 and other parts shall be of steel, malleable iron, ductile iron or equal 8 3) Post tops, rail end, ties and clips may be of aluminum. 9 4) Use only new material, or salvaged/existing material if approved by City or 10 noted on Drawings. 11 5) Fabric 12 a) No. 9 gauge 13 b) 2-inch mesh 14 (1) Commercial: both top and bottom selvages twisted and barged 15 Residential: match existing or both top and bottom selvages knuckled 16 (2) Furnish 1-piece fabric widths. 17 6) Fabric Finish: Galvanized, ASTM A 392, Class I,with not less than 1.2 oz. 18 zinc per square foot of surface. 19 b. Aluminum Fabric 20 1) Fabric 21 a) ASTM F 1183 22 b) No. 9 gauge 23 c) 2-inch mesh, with both top and bottom selvages twisted and barged. 24 d) Furnish 1-piece fabric widths. 25 c. Steel Framing 26 1) Steel pipe- Type 1 27 a) ASTM F 1083 28 b) Standard weight schedule 40 29 c) Minimum yield strength: 30,000 psi 30 d) Sizes as indicated 31 e) Hot-dipped galvanized with minimum average 1.8 oz/ftz of coated 32 surface area 33 2) Steel pipe-Type II 34 a) ASTM F 1043, Group IC 35 b) Minimum yield strength: 50,000 psi 36 c) Sizes as indicated on Drawings 37 d) Protective coating per ASTM F 1043 38 (1) External coating Type B 39 (a) Zinc with organic overcoat 40 (b) 0.9 oz/ft'minimum zinc coating with chromate conversion 41 coating and verifiable polymer film 42 (2) Internal coating Type B 43 (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent 44 nominal coating, minimum 3 mils 45 3) Formed steel ("C") sections: 46 a) Roll formed steel shapes complying with ASTM F 1043, Group I1 47 b) Minimum yield strength: 45,000 psi (310 MPa) 48 c) Sizes as indicated on Drawings 49 d) External coating per ASTM F 1043,Type A 50 (1) Minimum average 2.0 oz/ft' of zinc per ASTM A 123 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3231 13-5 CHAIN LINK FENCE AND GATES Page 5 of 7 1 4) Steel square sections 2 a) ASTM A 500, Grade B 3 b) Minimum yield strength: 40,000 psi 4 c) Sizes as indicated on Drawings 5 d) Hot-dipped galvanized with minimum 1.8 oz/ftz of coated surface area 6 d. Accessories 7 1) Chaio link fence accessories 8 a) ASTM F 626 9 b) Provide items required to complete fence system. 10 c) Galvanize each ferrous metal item and finish to match framing. 11 2) Post caps 12 a) Formed steel or cast malleable iron weather tight closure cap for 13 tubular posts. 14 b) Provide 1 cap for each post. 15 c) Cap to have provision for barbed wire when necessary. 16 d) "C"shaped line post without top rail or barbed wire supporting arms do 17 not require post caps. 18 e) Where top rail is used,provide tops to permit passage of top rail. 19 3) Top rail and rail ends 20 a) 1 518 inch diameter galvanized round pipe for horizontal railing 21 b) Pressed steel per ASTM F626 22 c) For connection of rail and brace to terminal posts 23 4) Top rail sleeves 24 a) 7-inch expansion sleeve with a minimum 0.137 inch wire diameter and 25 1.80 inch length spring, allowing for expansion and contraction of top rail 26 5) Wire ties 27 a) 9 gauge galvanized steel wire for attachment of fabric to line posts 28 b) Double wrap 13 gauge for rails and braces. 29 c) Hog ring ties of 12-112 gauge for attachment 30 6) Brace and tension(stretcher bar)bands 31 a) Pressed steel 32 b) Minimum 300 degree profile curvature for secure fence post attachment 33 c) At square post provide tension bar clips. 34 7) Tension(stretcher) bars: 35 a) I piece lengths equal to 2 inches less than full height of fabric 36 b) Minimum cross-section of 3116 inch x 314 inch 37 c) Provide tension(stretcher) bars where chain link fabric meets terminal 38 posts. 39 8) Tension wire 40 a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire 41 b) Tensile strength: 75,000 psi 42 9) Truss rods&tightener 43 a) Steel rods with minimum diameter of 5116 inch 44 b) Capable of withstanding a tension of minimum 2,000 pounds 45 10)Nuts and bolts are galvanized. 46 2. Wrought Iron Fence: specified per Drawings. 47 3. Steel Tube Fence: specified per Drawings. 48 4. Setting Materials 49 a. Concrete CITY OF FORT WORTH wESTSIDE V-PART l -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 3231 13-6 CHAIN LINK FENCE AND GATES Page 6 of 7 1 I) Minimum 28 day compressive strength of 3,000 psi 2 2) Bagged concrete allowed. 3 b. Drive Anchors 4 1) Galvanized angles 5 2) ASTM A 36 steel 6 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to posts. 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION 12 A. Verification of Conditions 13 1. Verify areas to receive fencing are completed to final grades and elevations. 14 2. Ensure property lines and legal boundaries of work are clearly established 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. Chairs Link Fence Framing 18 1. Locate terminal post at each fence termination and change in horizontal or vertical 19 direction of 30 degrees or more. 20 2. Space line posts uniformly at 10 feet on center. 21 3. Set all posts in concrete 22 a. Drill holes in firm,undisturbed or compacted soil. 23 b. Drill hole diameter 4 times greater than outside dimension of post. 24 C. Set post bottom 24 inches below surface when in firm,undisturbed soil. 25 d. Excavate deeper as required for adequate support in soft and loose soils, and for 26 posts with heavy lateral loads. 27 e. Place concrete around posts in a continuous pour. Trowel finish around post. 28 Slope to direct water away from posts. 29 4. Check each post for vertical and top alignment, and maintain in position during 30 placement and finishing operations. 31 5. Bracing 32 a. Install horizontal pipe brace at mid-height for fences 6 feet and taller, on each 33 side of terminal posts. 34 b. Firmly attach with fittings. 35 c. Install diagonal truss rods at these points. 36 d. Adjust truss rod, ensuring posts remain plumb. 37 6. Tension wire 38 a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. 39 b. Install tension wire before stretching fabric and attach to each post with ties. 40 c. Secure tension wire to fabric with 12-112 gauge hog rings 24 inches on center. 41 7. Top rail 42 a. Install lengths, 21 feet 43 b. Connect joints with sleeves for rigid connections for expansion/contraction. CITY OF FORT WORTH wESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 3231 13-7 CHAIN LINK FENCE AND GATES Page 7 of 7 1 8. Center Rails for fabric height 12 feet and taller. 2 a. Install mid rails between posts with fittings and accessories. 3 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. 4 B. Chain Link Fabric Installation 5 1. Fabric 6 a. Install fabric on security side and attach so that fabric remains in tension after 7 pulling force is released. S b. Leave approximately 2 inches between finish grade and bottom selvage. 9 c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, 10 braces,and tension wire at 24 inches on center. 11 2. Tension(stretcher) bars 12 a. Pull fabric taut. 13 b. Thread tension bar through fabric and attach to terminal posts with bands or 14 clips spaced maximum of 15 inches on center. 15 3. Accessories 16 a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. 17 b. Fasteners: Install nuts on side of fence opposite fabric side for added security. 18 c. Slats: Install slats in accordance with manufacturer's instructions. 19 C. Wrought Iron Installation: install per Drawings 20 D. Steel Tube Fence: install per Drawings 21 3.5 REPAIR/RESTORATION [NOT USED] 22 3.6 RE-INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.1.A,modified to describe when City would pay for fence replacement on utility proj ects 33 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 329213-1 HYDROMULCHING,SEEDING AND SODDING Page 1 of 8 1 SECTION 32 9213 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1.b.1 10 2. Added 1.2.A.1.b.2 11 3. Modified 1.2.A.2.b.1 12 4, Added 1.2.A.2.b2 13 5. Modified 1.2.A.3.b.1 14 6. Added 1.2.A.3.b.2 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. Section 32 91 19--Topsoil Placement and Finishing of Parkways 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Block Sod Placement 22 a. Measurement 23 1) Measurement for this Item shall be by the square yard of Block Sod placed. 24 b. Payment 25 1) Unit Price-The work performed and materials furnished in accordance 26 with this Item and measured as provided under"Measurement"will be paid 27 for at the unit price bid per square yard of Block Sod placed. 28 2) Lump Sum Price- The work performed and materials furnished in 29 accordance with this Item and measured as provided under"Measurement" 30 will be included in the total lump sum price. 31 c. The price bid shall include: 32 1) Furnishing and placing all sod 33 2) Rolling and tamping 34 3) Watering(until established) 35 4) Disposal of surplus materials 36 2. Seeding 37 a. Measurement 38 1) Measurement for this Item shall be by the square yard of Seed spread. 39 b. Payment CITY OF FORT WORTH wESTSIDE V-PART 1 --ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3292 13-2 HYDROMULCIIING,SEEDING AND SODDING Page 2 of 8 1 1) Unit Price-The work performed and materials furnished in accordance 2 with this Item and measured as provided under"Measurement"will be paid 3 for at the unit price bid per square yard of Seed placed for various 4 installation methods. 5 2) Lum Sum Price- The work performed and materials funiished in 6 accordance with this Item for various installation methods and measured as 7 provided under"Measurement"will be included in the total lump sum grp 1e0. 9 c. The price bid shall include: 10 1) Furnishing and placing all Seed 11 2) Furnishing and applying water for seed fertilizer 12 3) Slurry and hydraulic mulching 13 4) Fertilizer 14 5) Watering and mowing(until established) 15 6) Disposal of surplus materials 16 3. Mowing 17 a. Measurement 18 1) Measurement for this Item shall per each. 19 b. Payment 20 1) Unit Price-The work performed and materials furnished in accordance 21 with this Item and measured as provided under"Measurement"will be paid 22 for at the unit price bid per each. 23 2) Lump Sum Price- The work performed and materials furnished in 24 accordance with this Item and measured as provided under"Measurement" 25 will be included in the total lump sum price. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 ACTION SUBMITTALS [NOT USED] 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Seed 31 1. Vendors' certification that seeds meet Texas State seed law including: 32 a. Testing and labeling for pure live seed(PLS) 33 b. Name and type of seed 34 2. All seed shall be tested in a laboratory with certified results presented to the City in 35 writing, prior to planting. 36 3. All seed to be of the previous season's crop and the date on the container shall be 37 within 12 months of the seeding date. 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] 41 1.10 DELIVERY,STORAGE,AND HANDLING 42 A. Block Sod 43 1. Protect from exposure to wind, sun and freezing. 44 2. Keep stacked sod moist. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 329213-3 1IYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 B. Seed 2 1. If using native grass or wildflower seed, seed must have been harvested within 100 3 miles of the construction site. 4 2. Each species of seed shall be supplied in a separate, labeled container for 5 acceptance by the City. 6 C. Fertilizer 7 1. Provide fertilizer labeled with the analysis. 8 2. Conform to Texas fertilizer law. 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 13 2.2 MATERIALS AND EQUIPMENT 14 A. Materials 15 1. Block Sod 16 a. Sod Varieties (match existing if applicable) 17 1) "Stenotaphrum secundatum" (St. Augustine grass) 18 2) "Cynodon dactylon" (Common Bermudagrass) 19 3) 'Buchloe dactyloides" (Buffalograss) 20 4) an approved hybrid of Common Bermudagrass 21 5) or an approved Zoysiagrass 22 b. Sod must contain stolons, leaf blades, rhizomes and roots. 23 c. Sod shall be alive, healthy and free of insects, disease, stones,undesirable 24 foreign materials and weeds and grasses deleterious to its growth or which 25 might affect its subsistence or hardiness when transplanted. 26 d. Minimum sod thickness: 314 inch 27 e. Maximum grass height: 2 inches 28 £ Acceptable growing beds 29 1) St.Augustine grass sod: clay or clay loam topsoil 30 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 31 g. Dimensions 32 1) Machine cut to uniform soil thickness. 33 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 34 handled and rolled without breaking. 35 h. Broken or torn sod or sod with uneven ends shall be rejected. 36 2, Seed 37 a. General 38 1) Plant all seed at rates based on pure live seed(PLS) 39 a) Pure Live Seed(PLS) determined using the formula: 40 (1) Percent Pure Live Seed—Percent Purity x [(Percent Germination+ 41 Percent Firm or Hard Seed) + 100] 42 2) Availability of Seed 43 a) Substitution of individual seed types due to lack of availability may be 44 permitted by the City at the time of planting. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 329213-4 HYDROMULCH[NG,SEEDING AND SODDING Pa.-e4 of 1 b) Notify the City prior to bidding of difficulties locating certain species. 2 3) Weed seed 3 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 4 and other material in the mixture 5 b) Seed not allowed: 6 (1) dohnsongrass 7 (2) Nutgrass seed 8 4) Harvest seed within 1-year prior to planting 9 b. Non-native Grass Seed 10 1) Plant between April 15 and September 10 11 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 12 13 2) Plant between September 10 and April 15 14 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 15 16 c. Native Grass Seed 17 1) Plant between February 1 and October 1. 18 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 Bluestein Andropogon gerardii 8.0 Eastern Grama Tripseacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Ely mus canadensis 19 20 d. Wildflower Seed 21 1) Plant between the following: 22 a) March 5 and May 31 23 b) September 1 and December 1 24 Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudheckia amplexicaulis 3.0 Golden -Wave Coreopsis Nasalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verhena bipinnatifida CITY OF FORT WORTH WI STSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised Deecmber 20,2012 329213-5 IIYDROMULCHING,SEEDING AND SODDING Page 5 of S 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involerata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient PIant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coceinea 1 *not to be planted within ten feet of a road or parking lot or within three feet of a 2 walkway 3 4 e. Temporary Erosion Control Seed 5 1) Consist of the sowing of cool season plant seeds. 6 3. Mulch 7 a. For use with conventional mechanical or hydraulic planting of seed. 8 b. Wood cellulose fiber produced fi-om virgin wood or recycled paper-by-products 9 (waste products from paper mills or recycled newspaper). 10 c. No growth or germination inhibiting factors. I I d. No more than ten percent moisture, air dry weight basis. 12 e. Additives: binder in powder form. 13 f. Form a strong moisture retaining mat. 14 4. Fertilizer 15 a. Acceptable condition for distribution 16 b. Applied uniformly over the planted area 17 c. Analysis 18 1) 16-20-0 19 2) 16-8-8 20 d. Fertilizer rate: 21 1) Not required for wildflower seeding 22 2) Newly established seeding areas - 100 pounds of nitrogen per acre 23 3) Established seeding areas - 150 pounds of nitrogen per acre 24 5. Topsoil: See Section 32 91 19. 25 6. Water: clean and free of industrial wastes or other substances harmful to the 26 germination of the seed or to the growth of the vegetation. 27 7. Soil Retention Blanket 28 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 29 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 30 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 31 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION 37 A. Surface Preparation: clear surface of all material including: CITY OF FORT WORTH WESTSIDE v-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 329213-6 HYDROMOLCHING,SEEDING AND SODDING Page 6 of 8 1 1. Stumps, stones, and other objects larger than one inch. 2 2. Roots, brush,wire, stakes, etc. 3 3. Any objects that may interfere with seeding or maintenance. 4 B. Tilling 5 1. Compacted areas: till 1 inch deep 6 2. Areas sloped greater than 3:1:run a tractor parallel to slope to provide less 7 seed/water run-off 8 3. Areas near trees: Do not till deeper than 112 inch inside "drip line" of trees. 9 3.4 INSTALLATION 10 A. Block Sodding 11 1. General 12 a. Place sod between curb and walk and on terraces that is the same type grass as 13 adjacent grass or existing lawn. 14 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 15 average first freeze in the fall. 16 2. Installation 17 a. Plant sod specified after the area has been completed to the lines and grades 18 shown on the Drawings with 6 inches of topsoil. 19 b. Use care to retain native soil on the roots of the sod during the process of 20 excavating, hauling and planting. 21 c. Keep sod material moist from the time it is dug until planted. 22 d. Place sod so that the entire area designated for sodding is covered. 23 e. Fill voids left in the solid sodding with additional sod and tamp. 24 f. Roll and tamp sad so that sod is in complete contact with topsoil at a uniform 25 slope. 26 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 27 firm earth in areas that may slide due to the height or slope of the surface or 28 nature of the soil. 29 3. Watering and Finishing 30 a. Furnish water as an ancillary cost to Contractor by means of temporary 31 metering/irrigation, water truck or by any other method necessary to achieve 32 an acceptable stand of turf as defined in 3.13.B. 33 b. Thoroughly water sod immediately after planted. 34 c. Water until established. 35 d. Generally, an amount of water that is equal to the average amount of rainfall 36 plus 1/2 inch per week should be applied until accepted. If applicable,plant 37 large areas by irrigation zones to ensure areas are watered as soon as they are 38 planted. 39 B. Seeding 40 1. General 41 a. Seed only those areas indicated on the Drawings and areas disturbed by 42 construction. 43 b. Mark each area to be seeded in the field prior to seeding for City approval. 44 2. Broadcast Seeding 45 a. Broadcast seed in 2 directions at right angles to each other. 46 b. Harrow or rake lightly to cover seed. CITY OF FORT WORTH WESTSIDF.V -PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 c. Never cover seed with more soil than twice its diameter. 2 d. For wildflower plantings: 3 1) Scalp existing grasses to 1 inch 4 2) Remove grass clippings, so seed can make contact with the soil. 5 3. Mechanically Seeding(Drilling): 6 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 7 b. All varieties of seed and fertilizer may be distributed at the same time provided 8 that each component is uniformly applied at the specified rate. 9 c. Drill seed at a depth of 114 inch to 3/8 inch utilizing a pasture or rangeland type 10 drill. 11 d. Drill on the contour of slopes 12 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 13 of the"Cultipacker" type. 14 f Roll slope areas on the contour. 15 4. Hydromulching 16 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 17 1) Mixture is uniformly suspended to form a homogenous slurry. 18 2) Mixture forms a blotter-like ground cover impregnated uniformly with 19 grass seed. 20 3) Mixture is applied within 30 minutes after placed in the equipment. 21 b. Placing 22 1) Uniformly distribute in the quantity specified over the areas shown on the 23 Drawings or as directed. 24 5. Fertilizing: uniformly apply fertilizer over seeded area. 25 6. Watering 26 a. Furnish water by means of temporary metering/irrigation, water truck or by 27 any other method necessary to achieve an acceptable stand of turf as defined in 28 3.13.B. 29 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 30 c. Water as direct by the City at least twice daily for 14 days after seeding in such 31 a manner as to prevent washing of the slopes or dislodgement of the seed. 32 d. Water until final acceptance. 33 e. Generally, an amount of water that is equal to the average amount of rainfall 34 plus 1/2 inch per week should be applied until accepted. 35 3.5 REPAIR/RESTORATION [NOT USED] 36 3.6 RE-INSTALLATION [NOT USED] 37 3.7 FIELD QUALITY CONTROL [NOT USED] 38 3.8 SYSTEM STARTUP [NOT USED] 39 3.9 ADJUSTING [NOT USED] 40 3.10 CLEANING [NOT USED] 41 3.11 CLOSEOUT ACTIVITIES 42 3.12 PROTECTION [NOT USED] 43 3.13 MAINTENANCE 44 A. Block Sodding CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 3292 13-8 HYDROMUL.CIIING,SEEDING AND SODDING Page 8 of 8 1 1. Water and mow sod until completion and final acceptance of the Projector as 2 directed by the City. 3 2. Sod shall not be considered finally accepted until the sod has started to peg down 4 (roots growing into the soil) and is free from dead blocks of sod. 5 B. Seeding 6 1. Water and mow sod until completion and final acceptance of the Project or as 7 directed by the City. 8 2. Maintain the seeded area until each of the following is achieved: 9 a. Vegetation is evenly distributed 10 b. Vegetation is free from bare areas 11 3. Turf will be accepted once fully established. 12 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 13 cycle performed by the Contractor prior to consideration of acceptance by the 14 City. 15 C. Rejection 16 1. City may reject block sod or seeded area on the basis of weed populations. 17 3.1.4 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 Revision Lag DATE NAME SUMMARY OF CHANGE 20 CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 330410-1 JOINT BONDING AND ELECTRICAL ISOLATION Page] of 8 1 SECTION 33 0410 2 JOINT BONDING AND ELECTRICAL ISOLATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Joint bonding requirements for electrical continuity of 7 a. Concrete cylinder pipe 8 b. Mortar coated steel pipe 9 c. Dielectrically coated steel pipe 10 d. Ductile iron pipe, as required on Drawings 11 2. Electrical isolation devices for installation at: I2 a. Connections to existing piping 13 b. Laterals 14 c. Cased crossings 15 d. Tunnels 16 e. Selected below grade to above ground piping transitions 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. Deleted 1.2.A.1 19 2. Deleted 1.2.A.2.a 20 3. Deleted 1.2.A.2.b 21 4. Added 1.2.A.2.c 22 5. Added 1.2.A.2.d 23 6. Modified 3.4.B.3 24 7. Modified 3.7.B.1 25 8. Added 2.2.F 26 C. Related Specification Sections include, but are not necessarily limited to: 27 1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 —General Requirements 30 3. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Joint Bonding and Electrical Isolation 33 . 34 a. Measuf emeW 35 . 36 b. Payment 37 38 " 39 maefial eftitAky pipe bid, 40 2. When a pay item for Cathodic Protection does not exist: CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330410-2 JOINT BONDING AND ELECTRICAL ISOLATION Page 2 of 8 1 . n,r,flstff em r+ 2 . 3 b. Paymt 4 5 and measured as provided ufidff« 6 » 7 c. Measurement 8 1) Measurement for this Item is by lump sum. 9 d. Payment 10 1) The work performed and materials furnished in accordance with this Item 1 i and measured as provided under"Measurement"will be included in the 12 total lump sum price. 13 3. The price bid shall include: 14 a. Furnishing and installing Joint Bonding and Electrical Isolation as specified by 15 the Drawings 16 b. Mobilization 17 c. Excavation 18 d. Furnishing, placement, and compaction of backfill 19 e. Field welding 20 f. Connections 21 g. Adjustments 22 h. Testing 23 i. Clean-up 24 j. Start-up/Commissioning 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. ASTM International (ASTM). 31 3. American Water Works Association(AWWA): 32 a. C207, Steel Pipe Flanges for Waterworks Service- Sizes 4 IN through 144 IN, 33 4. NACE International (NACE). 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 38 specials. 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. Manufacturer's catalog cut sheets shall be submitted for each item. 42 a. Include the manufacturer's name and provide sufficient information to show 43 that the materials meet the requirements of the Contract Documents for: 44 1) Flange Isolation CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330410-3 JOINT BONDING AND ELECTRICAL ISOLATION Page 3 of 8 1 2) Bonding Clips for Concrete Cylinder Pipe 2 3) Petrolatum tape 3 2. Where more than 1 item or catalog number appears on a catalog cut sheet, clearly 4 identify the item proposed. 5 B. Test and Evaluation Reports 6 1. Record results for the Post-Installation Thermite Weld Inspection and submit to the 7 City for approval prior to backfilling. 8 2. Record results for bonded joint testing and submit to City for approval prior to 9 backfilling. 10 3. Record results for the continuity test for casing to carrier pipe and submit to the 11 City for approval prior to backfilling. 12 1.7 CLOSEOUT SUBMITTALS 13 A. Test results for electrical continuity, flange isolation and casing to carrier pipe isolation 14 shall be submitted to the City. 15 B. Results of all testing are to be submitted to City for inclusion in the O&M manual. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY jNOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 23 2.2 MATERIALS 24 A. Joint Bonding and Electrical Isolation Materials to be incorporated into the project 25 include,but are not limited to,the following: 26 1. Electrical continuity bonds 27 2. Flange isolation assemblies 28 3. Casing spacers 29 4. Casing end seals 30 B. Electrical Continuity Bonds 31 1. Applications for Electrical Continuity Bonding include the following: 32 a. Bonding across bolted joint assemblies 33 b. Bonding across gasketed joint assemblies 34 C. Flange Isolation 35 1. Required applications of dielectric flange isolation assemblies include,but are not 36 limited to, selected locations where new piping is mechanically connected to 37 existing piping. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 04 10-4 JOINT BONDING AND ELECTRICAL ISOLATION Page 4 of 8 1 2. Gasket 2 a. Isolating and seal gasket 3 b. G-10 Epoxy Glass material 4 c. Full face 5 d. 118-inch thickness 6 c. Use with a minimum of 1 EDPM sealing element placed in a tapered groove. 7 f. NSF 61 certified 8 g. A minimum of 800 volts/mil dielectric strength is required. 9 h. Flange shall seal for the test pressure without leaking. 10 3. Sleeves 11 a. Provide full length mylar sleeves. 12 4. Washers 13 a. Provide double G-10 washer sets. 14 D. Casing Spacers 15 1. For piping installed in tunnels or cased crossings, install casing spacers between the 16 piping and the casing or tunnel liner to provide electrical isolation in accordance 17 with Section 33 05 24. 18 E. Casing End Seals 19 1. See Section 33 05 24 for casing end seals. 20 F. Petrolatum Wax To 21 1. Petrolatum tape system shall be Trenton Primer and#1 Wax-tape, as manufactured 22 by Trenton Corp., or Denso Paste and Dens.y1 Tape by Denso North America, Inc., 23 or approved equivalent. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION 30 A. Preparation of Concrete Pipe for Bonding 31 1. General 32 a. Fabrication 33 1) Use concrete pipe for this project that has been fabricated in such a manner 34 as to establish electrical continuity between metallic components of pipe 35 and joints. 36 b. Acceptable Methods 37 1) Establish electrical continuity as indicated in the Contract Documents. 38 2. Criteria for Electric Continuity 39 a. Tensile Wire 40 1) Pipe manufacturer is to obtain a resistance no greater than 0.03 ohms 41 between any wire and steel joint ring at end of pipe farthest from that wire. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No.100378 Revised December 20,2012 330410-5 JOINT BONDING ARID ELECTRICAL ISOLATION Page 5 of S 1 2) Manufacturer is to report values obtained and method of measurement. 2 b. Internal Pipe Joint Components 3 1) Pipe manufacturer is to obtain resistance of less than 0.03 ohms between 4 any component and steel pipe cylinder. 5 3. Tensile Wire Continuity 6 a. Establish continuity between tensile wire coils and steel cylinder on embedded 7 cylinder type pre-stressed pipe by tightly wrapping tensile wire over 8 longitudinal mild steel straps during pipe manufacture. 9 b. Use and install 2 continuous straps 180 degrees apart longitudinally along the 10 pipe. 11 1) These straps must maintain electrical continuity between metallic 12 components. 13 c. Use steel straps made of mild steel and free of grease, mill scale or other high 14 resistance deposits. 15 d. Make longitudinal straps electrically continuous with pipe cylinder by steel 16 fasteners of suitable dimensions placed between steel cylinder and longitudinal 17 straps. 18 1) Connect fasteners so as to remain intact during pipe fabrication process. 19 4. Steel Cylinder Continuity 20 a. Establish continuity of all joint components and steel cylinder. 21 1) These components include anchor socket brackets, anchor socket, spigot 22 ring and bell ring. 23 b. If mechanical contact does not provide a resistance of less than 0.03 ohms 24 between components,tack weld component to provide electrical continuity. 25 B. Preparation of Steel Pipe for Bonding 26 1. Bonding wires are not required for welded steel pipe. 27 2. Mechanical jointed steel pipe requires the installation of bond wires across the joint 28 as shown on the Drawings. 29 C. Preparation of Ductile Iron Pipe for Bonding 30 1. Install insulated bond wires as shown on the Drawings. 31 D. Electrical Bond Wires 32 1. Electrical bond wires are to be a minimum No. 4 AWG, 7 stranded, copper cable 33 with THHN insulation. 34 2. Remove 1 inch of THHN insulation from each end of the bond wire. 35 3. Thermite weld the bond wires to the pipeline. 36 4. Provide the minimum number of bond wires as shown on Drawings for steel or 37 ductile iron pipe. 38 E. Electrical Bond Clip 39 1. Weld 3 ASTM 366 steel bonding clips, each approximately 0.13 inches thick, 2.5 40 inches long, and 1.25 inches wide, with 118-inch fillet welds to the bell and spigot 41 of adjacent pre-stressed concrete cylinder pipe or steel pipe with rubber gasketed 42 joints. 43 2. Manufacture clips to maintain continuity regardless of small deflections of finished 44 joints. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 330410-6 JOINT BONDING AND ELECTRICAL ISOLATION Page 6 of 8 1 3.4 INSTALLATION 2 A. Installation of Electrical Continuity Bonds by Thermite Welding 3 1. Inspection 4 a. Use continuous bond wires with no cuts or tears in the insulation covering the 5 conductor. 6 2. General 7 a. Attach bond wires at required locations by thermite welding process. 8 3. Thermite Welding Methods 9 a. Perform thermite welding of bond wires to piping in the following manner: 10 1) Clean and dry pipe to which the wires are to be attached. 11 2) Use grinding wheel to remove all coating, mill scale, oxide, grease and dirt 12 from an area approximately 3 inches square. 13 a) Grind surface to bright metal. 14 3) Remove approximately 1 inch of insulation from each end of wire to be 15 thermite welded to pipe exposing clean, oxide-free copper for welding. 16 4) Select proper size thermite weld mold as recommended by manufacturer. 17 Place wire or strap between graphite mold and the prepared metal surface. 18 5) Place metal disk in bottom of mold. 19 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to 20 spread ignition powder over charge. 21 7) Close mold cover and ignite starting powder with flint gun. 22 8) After exothermic reaction, remove thermite weld mold and gently strike 23 weld with a hammer to remove weld stag. 24 9) Pull on wire or strap to assure a secure connection. 25 10) If weld is not secure or the bond breaks, repeat procedure with new wire. 26 11) If the weld is secure, coat all bare metal and weld metal with Stopaq CZ 27 tape. 28 4. Post-Installation Thermite Weld Inspection 29 a. Contractor is responsible for all testing. 30 b. All testing is to be performed by or under the supervision of certified NACE 31 personnel. 32 c. Visually examine each thermite weld connection for strength and suitable 33 coating prior to backfilling. 34 d. Measure resistance through selected bonded joints with a digital low resistance 35 ohmmeter (DLRO). 36 1) Resistance of 0.001 ohms or less is acceptable. 37 2) If the above procedure indicates a poor quality bond connection, reinstall 38 the bond. 39 3) Record results and submit to the City for approval prior to backfilling. 40 5. Backfilling of Bonded Joints 41 a. Perform backfilling of bonded piping in manner that prevents damage to the 42 bonds and all connections to the metallic structures. 43 b. Use appropriate backfill material to completely cover the electrical bond. 44 c. Provide protection so that future construction activities in the area will not 45 destroy the bonded connections. 46 d. If construction activity damages a bonded connection, install new bond wire. 47 B. Installation of Pipeline Flange Isolation Devices CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 3304 10-7 JOINT BONDING AND ELECTRICAL ISOLATION Page 7 of 8 1 1. Placement 2 a. Install isolation joints at the locations shown on the Drawings. 3 2. Assembly 4 a. Place gasket, sleeves and washers as recommended by the manufacturer. 5 b. Follow manufacturer's recommendations for even tightening to proper torque. 6 3. Testing 7 a. Immediately after an electrical isolation fitting has been installed, nam 8 Gty-te-perform testing for electrical isolation effectiveness. 9 4. Painting 10 a. Do not use metal base paints on electrical isolation devices. 11 5. Encapsulation 12 a. Encapsulate below-grade isolation joints with the Denso Densyl Tape system 13 after the isolation joint has been tested for effectiveness. 14 C. Installation of Casing Spacers 15 1. Casing spacers shall be installed in accordance with Section 33 05 24. 16 D. Installation of End Seals 17 1. End seals shall be installed in accordance with Section 33 05 24. 18 3.5 REPAIR 1 RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Testing of Joint Continuity Bonds and Isolation Joints 22 1. After the completion of the continuity bonding of individual joints, but before the 23 pipe is backfilled, each bonded joint shall be tested for electrical continuity. 24 2. A DC current shall be impressed on the pipe on 1 side of the joint under test using a 25 portable 12-volt battery and a driven ground rod. The battery shall be connected 26 such that the positive terminal is connected to the ground rod and the negative 27 terminal is connected to the pipe section under test. The magnitude of test current is 28 not important as long as it causes a change in pipe-to-soil potential on the section of 29 pipe that is in the test current circuit. 30 3. The pipe-to-soil potential shall be measured on each side of the isolation joint using 31 a high impedance voltmeter and portable copper/copper sulfate reference electrode 32 with the test current"on" and"off. 33 4. A joint is considered electrically continuous if the"on"and`off potentials are the 34 same on either side of the joint under test. 35 5. This same procedure shall be used to test individual isolation joints except that the 36 joint is considered effective if the pipe-to-soil potential is not the same when 37 measured on each side of the joint when the test current is "on". 38 6. Record results and submit in accordance with this Specification. 39 B. Casing to Carrier Pipe Isolation Tests 40 1. Immediately after the pipe has been installed in the casing, but prior to connecting 41 the line, make pipe available for testing and>_rta_t the r_ t_perform an electrical 42 continuity test to determine that the casing is electrically isolated from the pipeline. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330410-8 JOINT BONDING AND ELECTRICAL ISOLATION Page 8 0178 1 2. The continuity test shall be fully documented and approved by the City prior to 2 backfilling. 3 3. Record results and submit in accordance with this Specification. 4 4. If the electrical isolation between carrier pipe and casing is not effective, the cause 5 shall be immediately investigated and the situation remedied. 6 5. Under no circumstances shall a shorted casing be backfilled. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 310 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2412 D.Johnson 2.2.0-Modified material specifications for gaskets,sleeves and washers 16 CITY OF FORT WORTH WESTSIDE V-.PART t -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330440-1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page I of 8 I SECTION 33 04 40 2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. General 6 1. Before any newly constructed potable water mains will be permitted to be placed 7 into service in the Fort Worth Water Department's Water Distribution System, it 8 shall be cleaned(purged) and tested, or cleaned, disinfected, and tested until the 9 bacteria count within the water main meets the standards established by the Fort 10 Worth Water Department and the requirements of Chapter 290 of the Texas 11 Administrative Code(TAC) established by the Texas Commission on 12 Environmental Quality(TCEQ). 13 B. Deviations from this City of Fort Worth Standard Specification 14 1, Modified 1.2.A.2.a 15 2. Added 1.2.A.2.b 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 18 Contract 19 2. Division 1 —General Requirements 20 3. Section 33 0131 Closed Circuit Television(CCTV) Inspection 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Measurement 24 a. This Item is considered subsidiary to the water main being Cleaned and Tested. 25 2. Payment 26 a. Unit Price-The work performed and the materials furnished in accordance 27 with this Item are subsidiary to the structure or Items being placed and no other 28 compensation will be allowed. 29 b. Lump Sum Price-The.work performed and the materials furnished in 30 accordance with this Item are included in the total lump sum price. 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. American Water Works Association/American(AWWA): 37 a. C301,Prestressed Concrete Pressure Pipe, Steel-Cylinder Type. 38 b. C303, Concrete Pressure Pipe, Bar-Wrapped, Steel-Cylinder Type. 39 c. C651, Disinfecting Water Mains. 40 d. C655,Field De-Chlorination. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised February 6,2013 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals 4 For 24-inch and larger water mains,provide the following: 5 1. Cleaning Plan—Prior to the start of construction, submit a water main cleaning plan 6 detailing the methods and schedule, including: 7 a. A detailed description of cleaning procedures 8 b. Pigging entry and exit ports 9 c. Flushing procedures 10 d. Plans and hydraulic calculations to demonstrate adequate flushing velocities 11 e. Control of water 12 f, Disposal 13 2. Disinfection Plan—prior to the start of construction submit a disinfection plan 14 including: 15 a. The method mixing and introducing chlorine 16 b. Flushing 17 c. De-chlorination 18 d. Sampling 19 1.5 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2I 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 19 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 28 2.2 PRODUCT TYPES 29 A. Pigs 30 1. Open cell polyurethane foam body 31 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 32 3. May be wrapped with polyurethane spiral bands 33 4. Abrasives are not permitted,unless expressly approved by the City in writing for 34 the particular application. 35 5. Must pass through a reduction up to 65 percent of the cross sectional area of the 36 nominal pipe diameter CITY OF FORT WORTH WF.STSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAIMS Page 3 of 8 1 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, 2 tees, crosses, wyes, and gate valves. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION INOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] 10 3.5 REPAIRIRESTORATION INOT USED] 11 3.6 RE-INSTALLATION [NOT USED] 12 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING 16 A. General 17 1. All water mains shall be cleaned prior to bacteriological testing. 18 a. Pig all 36-inch and smaller water mains. 19 b. Pig or manually sweep 42-inch and larger mains. 20 c. Flushing is only permitted when specially designated in the Drawings, or if 21 pigging is not practical and approved by the City. 22 B. Pigging Method 23 1. If the method of pigging is to be used,prepare the main for the installation and 24 removal of a pig, including: 25 a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, 26 remove cleaning Wye covers, etc. 27 b. Where expulsion of the pig is required through a dead-ended conduit: 28 1) Prevent backflow of purged water into the main after passage of the pig. 29 2) Install a mechanical joint to provide a riser out of the trench on 12-inch and 30 smaller mains to prevent backwater re-entry into the main. 31 3) Additional excavation of the trench may be performed on mains over 12 32 inches, to prevent backwater re-entry into the main. 33 4) Flush any backflow water that inadvertently enters the main. 34 c. Flush short dead-end pipe sections not swabbed by a pig. 35 d. Once pigging is complete: 36 1) Pigging wyes shall remain in place unless otherwise specified in the 37 Contract Documents. 38 2) Install cleaning wya,blind flanges or mechanical joint plugs. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 330440-4 CLEANING AND ACCEPTANCE.TESTING OF WATER MAINS Page 4 of 8 1 3) Plug and place blocking at other openings. 2 4) Backfill 3 5) Complete all appurtenant work necessary to secure the system and proceed 4 with disinfection. 5 C. Flushing Method 6 1. Prepare the main by installing blow-offs at appropriate locations, of sufficient sizes 7 and numbers, and with adequate flushing to achieve a minimum velocity in the 8 main of 2.5 feet per second. 9 a. Minimum blow-off sizes for various main sizes are as follows: 10 1) 4-inch through 8-inch main—1/4-inch blow-off 11 2) 10-inch through 12-inch main-- 1-inch blow-off 12 3) 16-inch and greater main—2-inch blow-off 13 b. Flushing shall be subject to the following limitations: 14 1) Limit the volume of water for flushing to 3 times the volume of the water 15 main. 16 2) Do not unlawfully discharge chlorinated water. 17 3) Do not damage private property. 18 4) Do not create a traffic hazard. 19 c. Once Flushing is complete: 20 1) Corporations stops used for flushing shall be plugged. 21 D. Daily main cleaning 22 1. Wipe joints and then inspect for proper installation. 23 2. Sweep each joint and keep clean during construction. 24 3. Install a temporary plug on all exposed mains at the end of each working day or an 25 extended period of work stoppage. 26 E. Hydrostatic Testing 27 1. All water main that is to be under pressure, shall be hydrostatically tested to meet 28 the following criteria: 29 a. Furnish and install corporations for proper testing of the main. 30 1) Furnish adequate and satisfactory equipment and supplies necessary to 31 make such hydrostatic tests. 32 2) The section of line to be tested shall be gradually filled with water, 33 carefully expelling the air and the specified pressure applied. 34 b. The City will furnish water required for the testing at its nearest City line. 35 c. Expel air from the pipe before applying the required test pressure. 36 d. Test Pressure 37 1) Test pressures should meet the following criteria: 38 a) Not less than 1.25 (187 psi minimum) times the stated working 39 pressure of the pipeline measured at the highest elevation along the test 40 section. 41 b) Not less than 1.5 (225 psi minimum) times the stated working pressure 42 at the lowest elevation of the test section. 43 e. Test Conditions 44 1) Must be at least 2 hour duration 45 2) Add water as necessary to sustain the required test pressure. 46 3) Test fire hydrants to the fire hydrant valve. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE.TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,20I3 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 8 1 a) Leave the isolation valve on the fire hydrant Iead line open during the 2 hydrostatic testing. 3 4) Test service lines to curb stop 4 a) Leave the corporation stop on the service Iine open during the 5 hydrostatic testing. 6 5) Close isolation valves for air release valves. 7 6) Makeup water must come from a container of fixed 55 gallon container that 8 does not have a water source. 9 f. Measure all water used in the pressure test through an approved meter, or 10 measure the difference in volume within a 55 gallon container. 11 1) Do not test against existing water distribution valves unless expressly 12 provided for in the Drawings, or approved by the City. 13 2) If the City denies approval to test against existing water distribution system 14 valve,then make arrangements to plug and test the pipe at no additional 15 cost. 16 2. Allowable Leakage 17 a. No pipe installation should be accepted if the amount of makeup water is 18 greater than that determined using the following formula: 19 In inch pound units, 20 L= SD QIP 21 148,000 22 23 Where: 24 L=testing allowance(make up water), gallons per hour 25 S =length of pipe tested, ft. 26 D=nominal diameter of pipe, in. 27 P =average test pressure during the hydrostatic test,psi 28 b. For any pipeline that fails to pass hydrostatic test: 29 1) Identify the cause 30 2) Repair the leak 31 3) Restore the trench and surface 32 4) Retest 33 c. All costs associated with repairing the pipeline to pass the hydrostatic test is the 34 sole responsibility of the Contractor and included in the price per linear foot of 35 pipe. 36 d. If the City determines that an existing system valve is responsible for the 37 hydrostatic test to fail, the Contractor shall make provisions to test the pipeline 38 Without the use of the system valve. 39 e. There shall be no additional payment to the Contractor if the existing valve is 40 unable to sustain the hydrostatic test and shall be included in the price per linear 41 foot of pipe. 42 F. Disinfection 43 1. General 44 a. Disinfection of the main shall be accomplished by the"continuous feed" 45 method or the"slug"method as determined by the Contractor. 46 b. The free chlorine amounts shown are minimums. The Contractor may require 47 higher rates. 48 l) Calcium hypochlorite granules shall be used as the source of chlorine. 49 c. Continuous Feed Method CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 8 1 1) Apply water at a constant rate in the newly laid main. 2 a) Use the existing distribution system or other approved source of 3 supply. 4 2) At a point not more than 10 feet downstream from the beginning of the new 5 main, water entering the new main,shall receive a dose of chlorine. 6 a) Free chlorine concentration: 50 mg/L minimum, or as required by 7 TCEQ,whichever is greater. 8 b) Chlorine applications shall not cease until the entire conduit is flied 9 with heavily chlorinated water. 10 3) Retain chlorinated water in the plain for at least 24 hours. 11 a) Operate valves and hydrants in the section treated in order to disinfect 12 the appurtenances. 13 b) Prevent the flow of chlorinated water into mains in active service. 14 c) Residual at the end of the 24-hour period: 10 mg/L free chlorine, 15 minimum, for the treated water in all portions of the main. 16 4) Flush the heavily chlorinated water from the main and dispose of in a 17 manner and at a location accepted by the City. 18 5) Test the chlorine residual prior to flushing operations. 19 a) 1f the chlorine residual exceeds 4 mg/L, the water shall remain in the 20 new main until the chlorine residual is less the 4 mg/L. 21 b) The Contractor may choose to evacuate the water into water trucks, or 22 other approved storage facility, and treat the water with Sodium 23 Bisulfate, or another de-chlorination chemical, or method appropriate 24 for potable water and approved by the City until the chlorine residual is 25 reduced to 4 mg/L or less. 26 c) After the specified chlorine residual is obtained, the water may then be 27 discharged into the drainage system or utilized by the Contractor. 28 d. Slug Method 29 1) Water from the existing distribution system or other approved source of 30 supply shall be made to flow at a constant rate in the newly laid main. 31 2) At a point not more than 10 feet downstream from the beginning of the new 32 main, water entering the new main shall receive a dose of chlorine. 33 a) Free chlorine concentration: 100 mg/L minimum, or as required by 34 TCEQ, whichever is greater. 35 b) The chlorine shall be applied continuously and for a sufficient time to 36 develop a solid column or"slug"of chlorinated water that shall expose 37 all interior surfaces to the"slug"for at least 3 hours. 38 3) Operate the fittings and valves as the chlorinated water flows past to 39 disinfect the appurtenances. 40 4) Prevent the flow of chlorinated water into mains in active service. 41 5) Flush the heavily chlorinated water from the main and dispose of in a 42 manner and at a location accepted by the City. 43 6) Upon completion, test the chlorine residual remaining in the main. 44 a) Chlorine levels of 4 mg/1 or less should be maintained. 45 2. Contractor Requirements 46 a. Furnish all equipment, material and labor to satisfactorily prepare the main for 47 the disinfection method approved by the City with adequate provisions for 48 sampling. 49 b. Make all necessary taps into the main to accomplish chlorination of a new line, 50 unless otherwise specified in the Contract Documents. CITY OF FORT WORTH WESTSIDE V-PART 1 --ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 8 1 c. After satisfactory completion of the disinfection operation, as determined by 2 the City, remove surplus pipe at the chlorination and sampling points,plug the 3 remaining pipe, backfill and complete all appurtenant work nccessazy to secure 4 the main. 5 G. Dechlorination 6 1. General. All chlorinated water shall be de-chlorinated before discharge to the 7 environment. Chemical amounts, as listed in ANSI/AWWA C651: "Disinfecting 8 Water Mains", shall be used to neutralize the residual chlorine concentrations using 9 de-chlorination procedures listed in ANSI/AWWA C655: "Field De-Chlorination". 10 De-Chlorination shall continue until chlorine residual is non-detectable. 11 2. Testing. Contractor shall continuously test for the chlorine residual level 12 immediately downstream of the de-chlorination process, during the entire discharge 13 of the chlorinated water. Contractor shall periodically conduct chlorine residual 14 testing and check for possible fish kills at locations where discharged water enters 15 the existing watershed. 16 3. Fish Kill. If a fish kill occurs associated with the discharge of water from the 17 distribution system or any other construction activities: 18 a. The Contract shall immediately alter activities to prevent further fish kills. 19 b. The Contractor shall immediately notify Water Department Field Operations 20 Dispatch. 21 c. The Contractor shall coordinate with City to properly notify TCEQ. 22 d. Any fines assessed by the TCEQ(or local, state of federal agencies) for fish 23 kills shall be the responsibility of the Contractor. 24 H. Bacteriological Testing(Water Sampling) 25 1. General 26 a. Notify the City when the main is suitable for sampling. 27 b. The City shall then take water samples from a suitable tap for analysis by the 28 City's laboratory,unless otherwise specified in the Contract Documents. 29 1) No hose or fire hydrant shall be used in the collection of samples. 30 2. Water Sampling 31 a. Complete microbiological sampling prior to connecting the new main into the 32 existing distribution system in accordance with AWWA C651. 33 b. Collect samples for bacteriological analysis in sterile bottles treated with 34 sodium thiosulfate. 35 c. Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart, 36 from the new main. 37 d. Collect at least 1 set of samples from every 1,000 linear feet of the new main 38 (or at the next available sampling point beyond 1,000 linear feet as designated 39 by the City),plus 1 set from the end of the line and at least 1 set from each 40 branch. 41 c. If trench water has entered the new main during construction or, if in the 42 opinion of the City, excessive quantities of dirt or debris have entered the new 43 main, obtain bacteriological samples at intervals of approximately 200 linear 44 feet. 45 f. Obtain samples from water that has stood in the new main for at least 16 hours 46 after formal flushing. 47 3. Repetition of Sampling CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 330440-8 CLEANING AND ACCEPTANCE.TESTING OF WATER MAINS Page 8 0178 1 a. Unsatisfactory test results require a repeat of the disinfection process and re- 2 sampling as required above until a satisfactory sample is obtained. 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [NOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 3.1ORLe.-Added service lines to hydrostatic testing requirements 2/6/2013 D Townsend 1.3.A.2.d Added AWWA C655 Field De-Chlorination as reference 3.1 O.G—Added De-Chlorination Requirement 9 CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE.TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 33 05 10-1 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 1 of 20 1 SECTION 33 0510 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1, Modified 1.2.A.Lb.1 26 2. Added 1.2.A.1.b.2 27 3. Modified 1.2.A.3.b.1 28 4. Added 1.2.A.3.b.2 29 5. Modified 1.2.A.5.b.1 30 6. Added 1.2.A.5.b.2 31 7. Modified 3.4.E.6 32 8. Modified 3.7.A.1 33 9. Modified 3.7.A.2 34 C. Related Specification Sections include, but are not necessarily limited to- 35 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 36 Contract 37 2. Division 1 —General Requirements 38 3. Section 02 41 13 —Selective Site Demolition 39 4. Section 02 41 15--Paving Removal 40 5. Section 02 41 14---Utility Removal/Abandonment 41 6. Section 03 30 00 Cast-in-place Concrete CITY OF FORT WORTH WESTSiDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 12,2016 3305 10-2 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 2 of20 1 7. Section 03 34 13 --Controlled.Low Strength Material (CLSM) 2 8. Section 31 10 00 Site Clearing 3 9. Section 31 25 00 Erosion and Sediment Control 4 10, Section 33 05 26—Utility Markers/Locators 5 11. Section 34 71 13 --Traffic Control 6 1.2 PRICE AND PAYMENT PROCEDURES 7 A. Measurement and Payment 8 1. Trench Excavation,Embedment and Backfill associated with the installation of an 9 underground utility or excavation 10 a. Measurement 11 1) This Item is considered subsidiary to the installation of the utility pipe line 12 as designated in the Drawings. 13 b. Payment 14 1) Unit Price-The work performed and the materials furnished in accordance 15 with this Item are considered subsidiary to the installation of the utility pipe I6 for the type of embedment and backfill as indicated on the plans. No other 17 compensation will be allowed. 18 2) Lump Sum Price-The work performed and the materials furnished in 19 accordance with this Item are included in the total lump sum price. 20 2. Imported Embedment or Backfill 21 a. Measurement 22 1) Measured by the cubic yard as delivered to the site and recorded by truck 23 ticket provided to the City 24 b. Payment 25 1) Imported fill shall only be paid when using materials for embedment and 26 backfill other than those identified in the Drawings. The work performed 27 and materials furnished in accordance with pre-bid item and measured as 28 provided under"Measurement"will be paid for at the unit price bid per 29 cubic yard of"Imported Embedment/Backfill"delivered to the Site for: 30 a) Various embedment/backfill materials 31 c. The price bid shall include: 32 1) Furnishing backfill or embedment as specified by this Specification 33 2) Hauling to the site 34 3) Placement and compaction of backfill or embedment 35 3. Concrete Encasement for Utility Lines 36 a. Measurement 37 1) Measured by the cubic yard per plan quantity. 38 b. Payment 39 1) Unit Price-The work performed and materials furnished in accordance 40 with this Item and measured as provided under"Measurement"will be paid 41 for at the unit price bid per cubic yard of"Concrete Encasement for Utility 42 Lines"per plan quantity. 43 2) Lump Sum Price- The work performed and materials furnished in 44 accordance with this Item and measured as.provided under"Measurement" 45 will be included in the total lump sum price. 46 c. The price bid shall include: CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 330510-3 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND 13ACKFILL Page 3 of 20 1 1) Furnishing, hauling,placing and finishing concrete in accordance with 2 Section 03 30 00 3 2) Clean-up 4 4. Ground Water Control 5 a. Measurement 6 1) Measurement shall be lump sum when a ground water control plan is 7 specifically required by the Contract Documents. 8 b. Payment 9 1) Payment shall be per the lump sum price bid for"Ground Water Control" 10 including: 11 a) Submittals 12 b) Additional Testing 13 c) Ground water control system installation 14 d) Ground water control system operations and maintenance 15 e) Disposal of water 16 f) Removal of ground water control system 17 5. Trench Safety 18 a. Measurement 19 1) Measured per linear foot of excavation for all trenches that require trench 20 safety in accordance with OSHA excavation safety standards (29 CFR Part 21 1926 Subpart P Safety and Health regulations for Construction) 22 b. Payment 23 1) Unit Price: The work performed and materials furnished in accordance 24 with this Item and measured as provided under "Measurement"will be paid 25 for at the unit price bid per linear foot of excavation to comply with OSHA 26 excavation safety standards (29 CFR Part 1926.650 Subpart P), including, 27 but not limited to, all submittals, labor and equipment. 28 2) Lump Sum: The work performed and materials furnished in accordance 29 with this Item and measured as provided under"Measurement"will be paid 30 for at the lump sum price bid of excavation to comply with OSHA 31 excavation safety standards (29 CFR Part 1926.650 Subpart P), including, 32 but not limited to, all submittals, labor and equipment. 33 1.3 REFERENCES 34 A. Definitions 35 1. General—Definitions used in this section are in accordance with Terminologies 36 ASTM F412 and ASTM D8 and Terminology ASTM D653,unless otherwise 37 noted. 38 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 39 haunching bedding, springline,pipe zone and foundation arc defined as shown in 40 the following schematic: CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-4 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 4 of 20 i'iPAVED AREAS ^ UNPAVED AREAS M ` Y Q � M J J Z x I�� \ IRMAL .' BACKFILL Ld ,L, SPRINGLINE — 1–i4 ),It HAUNCONG BEDDING --.-- - ., FOUNDATION CD CLEARANCE EXCAVATED TRENCH WIDTH 1 2 3. Deleterious materials Harmful materials such as clay lumps, silts and organic 3 material 4 4. Excavated Trench Depth–Distance from the surface to the bottom of the bedding 5 or the trench foundation 6 5. Final Backfill Depth 7 a. Unpaved Areas–The depth of the final backfill measured from the top of the 8 initial backfill to the surface 9 b. Paved Areas–The depth of the final backfill measured from the top of the 10 initial backfill to bottom of permanent or temporary pavement repair 11 B. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. ASTM Standards: 16 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 17 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 18 Magnesium Sulfate 19 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 20 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 21 Bridge Construction. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-5 UTJLITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 5 of 20 1 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 2 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 3 f. ASTM D588—Standard Test method for Moisture-Density Relations of Soil- 4 Cement Mixture 5 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 6 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 7 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 8 Place by Sand Cone Method. 9 i. ASTM 2487-- 10 Standard Classification of Soils for Engineering Purposes 10 (Unified Soil Classification System) 11 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 12 and Other Gravity-FIow Applications 13 k. ASTM D2922—Standard Test Methods for Density of Soils and Soil 14 Aggregate in Place by Nuclear Methods (Shallow Depth) 15 1. ASTM 3017 - Siandard Test Method for Water Content of Soil and Rock in 16 place by Nuclear Methods (ShaIIow Depth) 17 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 18 Weight of Soils and Calculations of Relative Density 19 3. OSHA 20 a. Occupational Safety and Health Administration CFR 29,Part 1926-Safety 2I Regulations for Construction, Subpart P-Excavations 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Utility Company Notification 25 a. Notify area utility companies at least 48 hours in advance, excluding weekends 26 and holidays, before starting excavation. 27 b. Request the location of buried lines and cables in the vicinity of the proposed 28 work. 29 B. Sequencing 30 1. Sequence work for each section of the pipe installed to complete the embedment 31 and backfill placement on the day the pipe foundation is complete. 32 2. Sequence work such that proctors are complete in accordance with ASTM D698 33 prior to commencement of construction activities. 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 01 33 00. 36 B. All submittals shall be approved by the City prior to construction. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Shop Drawings 39 1. Provide detailed drawings and explanation for ground water and surface water 40 control, if required. 4I 2. Trench Safety Plan in accordance with Occupational Safety and Health 42 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 43 Excavations 44 3. Stockpiled excavation and/or backfill material CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 330510-6 UTILITY TRENCH.EXCAVATION,EMJ3FDNIENT,AND BACKFILL Page 6 of 20 1 a. Provide a description of the storage of the excavated material only if the 2 Contract Documents do not allow storage of materials in the right-of-way of the 3 easement. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE,AND HANDLING 8 A. Storage 9 1. Within Existing Rights-of-Way(ROW) 10 a. Spoil, imported embedment and backfill materials may be stored within 11 existing ROW, easements or temporary construction easements,unless 12 specifically disallowed in the Contract Documents. 13 b. Do not block drainage ways, inlets or driveways. 14 c. Provide erosion control in accordance with Section 3125 00. 15 d. Store materials only in areas barricaded as provided in the traffic control plans. 16 e. In non-paved areas, do not store material on the root zone of any trees or in 17 landscaped areas. 18 2. Designated Storage.Areas 19 a. If the Contract Documents do not allow the storage of spoils, embedment or 20 backfill materials within the ROW, easement or temporary construction 21 easement, then secure and maintain an adequate storage location. 22 b. Provide an affidavit that rights have been secured to store the materials on 23 private property. 24 c. Provide erosion control in accordance with Section 3125 00. 25 d. Do not block drainage ways. 26 e. Only materials used for 1 working day will be allowed to be stored in the work 27 zone. 28 B. Deliveries and haul-off-Coordinate all deliveries and haul-off. 29 1.11 FIELD [SITE] CONDITIONS 30 A. Existing Conditions 31 1. Any data which has been or may be provided on subsurface conditions is not 32 intended as a representation or warranty of accuracy or continuity between soils. It 33 is expressly understood that neither the City nor the Engineer will be responsible 34 for interpretations or conclusions drawn there from by the Contractor. 35 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE.TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 330510-7 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 7 of20 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS 4 2.2 MATERIALS 5 A. Materials 6 1. Utility Sand 7 a. Granular and free flowing 8 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 9 fine aggregate according to ASTM C 33 10 c. Reasonably free of organic material 11 d. Gradation: sand material consisting of durable particles, free of thin or 12 elongated pieces, lumps of clay, loam or vegetable.matter and meets the 13 following gradation may be used for utility sand embedment/backfill, and 14 graded with following limits when tested in accordance with ASTM C136. 15 Sieve Size Percent Retained l�z» 0 I/" 0-5 #4 0-10 #16 0-20 #50 20-70 #100 60-90 #200 90-100 16 2. Crushed Rock 17 a. Durable crushed rock or recycled concrete 18 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 19 c. May be unwashed 20 d. Free from significant silt clay or unsuitable materials 21 e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 22 f Not more than a 12 percent maximum loss when subjective to 5 cycles of 23 sodium sulfate soundness per ASTM C88 24 3. Fine Crushed Rock 25 a. Durable crushed rock 26 b. Meets the gradation of ASTM D448 size numbers 8 or 89 27 c. May be unwashed 28 d. Free from significant silt clay or unsuitable materials. 29 c. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 30 £ Not more than a 12 percent maximum loss when subjective to 5 cycles of 31 sodium sulfate soundness per ASTM C88 32 4. Ballast Stone 33 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 34 b. May be unwashed 35 c. Free from significant silt clay or unsuitable materials 36 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 CITY OF PORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2416 i 3305 10-8 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 8 of 20 1 c. Not more than a 12 percent maximum loss when subjected to 5 cycles of 2 sodium sulfate soundness per ASTM C88 3 5. Acceptable Backfill Material 4 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 5 ASTM D2487 6 b. Free from deleterious materials, boulders over 6 inches in size and organics 7 c. Can be placed free from voids 8 d. Must have 20 percent passing the number 200 sieve 9 6. Blended Backfill Material 10 a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 11 b. Blended with in-situ or imported acceptable backfill material to meet the 12 requirements of an Acceptable Backfill Material 13 c. Free from deleterious materials, boulders over 6 inches in size and organics 14 d. Must have 20 percent passing the number 200 sieve 15 7. Unacceptable Backfill Material 16 a. In-situ soils classified as ML,MH, PT, OL or OH in accordance with ASTM 17 D2487 18 8. Select Fill 19 a. Classified as SC or CL in accordance with ASTM D2487 20 b. Liquid limit less than 35 21 c. Plasticity index between 8 and 20 22 9. Cement Stabilized Sand(CSS) 23 a. Sand 24 1) Shall be clean, durable sand meeting grading requirements for fine 25 aggregates of ASTM C33 and the following requirements: 26 a) Classified as SW, SP, or SM by the United Soil Classification System 27 of ASTM D2487 28 b) Deleterious materials 29 (1) Clay lumps, ASTM C142, less than 0.5 percent 30 (2) Lightweight pieces, ASTM C123, less than 5.0 percent 31 (3) Organic impurities, ASTM C40, color no darker than standard 32 color 33 (4) Plasticity index of 4 or less when tested in accordance with ASTM 34 D4318. 35 b. Minimum of 4 percent cement content of Type I/H portland cement 36 c. Water 37 1) Potable water, free of soils, acids, alkalis, organic matter or other 38 deleterious substances, meeting requirements of ASTM C94 39 d. Mile in a stationary pug mill,weigh-batch or continuous mixing plant. 40 e. Strength 41 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 42 D1633, Method A 43 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 44 D1633, Method A 45 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 46 that exceeds the maximum compressive strength shall be removed by the 47 Contractor for no additional compensation. CITY OF FORT WORTH W ESTSIDE V-PART I -ELEVATED STORAGE TALK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-9 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 9 of 20 1 £ Random samples of delivered product will betaken in the field at point of 2 delivery for each day of placement in the work area. Specimens will be 3 prepared in accordance with ASTM D 1632. 4 10. Controlled Low Strength Material(CLSM) 5 a. Conform to Section 03 34 13 6 11. Trench Geotextile Fabric 7 a. Soils other than ML or OH in accordance with ASTM D2487 8 1) Needle punch,nonwoven geotextile composed of polypropylene fibers 9 2) Fibers shall retain their relative position 10 3) Inert to biological degradation 11 4) Resist naturally occurring chemicals 12 5) UV Resistant 13 6) Mirafi 140N by Tencate, or approved equal 14 b. Soils Classified as ML or OH in accordance with ASTM D2487 15 1) High-tenacity monofilament polypropylene woven yarn 16 2) Percent open area of 8 percent to10 percent 17 3) Fibers shall retain their relative position 18 4) Inert to biological degradation 19 5) Resist naturally occurring chemicals 20 6) UV Resistant 21 7) Mirafi FW402 by Tencate, or approved equal 22 12. Concrete Encasement 23 a. Conform to Section 03 30 00. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION 29 A. Verification of Conditions 30 1. Review all known, identified or marked utilities,whether public or private, prior to 31 excavation. 32 2. Locate and protect all known, identified and marked utilities or underground 33 facilities as excavation progresses. 34 3. Notify all utility owners within the project limits 48 hours prior to beginning 35 excavation. 36 4. The information and data shown in the Drawings with respect to utilities is 37 approximate and based on record information or on physical appurtenances 38 observed within the project limits. 39 5. Coordinate with the Owner(s) of underground facilities. 40 6. Immediately notify any utility owner of damages to underground facilities resulting 41 from construction activities. 42 7. Repair any damages resulting from the construction activities. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-10 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 10 of 20 1 B. Notify the City immediately of any changed condition that impacts excavation and 2 installation of the proposed utility. 3 3.3 PREPARATION 4 A. Protection of In-Place Conditions 5 1. Pavement 6 a. Conduct activities in such a way that does not damage existing pavement that is 7 designated to remain. 8 1) Where desired to move equipment not licensed for operation on public 9 roads or across pavement,provide means to protect the pavement from all 10 damage. 11 b. Repair or replace any pavement damaged due to the negligence of the 12 contractor outside the limits designated for pavement removal at no additional 13 cost to the City. 14 2. Drainage 15 a. Maintain positive drainage during construction and re-establish drainage for all 16 swales and culverts affected by construction. 17 3. Trees 18 a. When operating outside of existing ROW, stake permanent and temporary 19 construction easements. 20 b. Restrict all construction activities to the designated easements and ROW. 21 c. Flag and protect all trees designated to remain in accordance with Section 31 10 22 00. 23 d. Conduct excavation, embedment and backfill in a manner such that there is no 24 damage to the tree canopy. 25 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 26 specifically allowed by the City. 27 1) Pruning or trimming may only be accomplished with equipments 28 specifically designed for tree pruning or trimming. 29 f. Remove trees specifically designated to be removed in the Drawings in 30 accordance with Section 31 10 00. 31 4. Above ground Structures 32 a. Protect all above ground structures adjacent to the construction. 33 b. Remove above ground structures designated for removal in the Drawings in 34 accordance with Section 02 41 13 35 5. Traffic 36 a. Maintain existing traffic, except as modified by the traffic control plan, and in 37 accordance with Section 34 71 13. 38 b. Do not block access to driveways or alleys for extended periods of time unless: 39 1) Alternative access has been provided 40 2) Proper notification has been provided to the property owner or resident 41 3) It is specifically allowed in the traffic control plan 42 c. Use traffic rated plates to maintain access until access is restored. 43 6, Traffic Signal—Poles, Mast Arms, Pull boxes, Detector loops 44 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 45 excavation that could impact the operations of an existing traffic signal. 46 b. Protect all traffic signal poles, mast arms,pull boxes, traffic cabinets, conduit 47 and detector loops. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 12,2016 3305 10-11 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 11 of 20 1 c. Immediately notify the City's Traffic Services Division if any damage occurs to 2 any component of the traffic signal due to the contractors activities. 3 d. Repair any damage to the traffic signal poles, mast arms,pull boxes, traffic 4 cabinets, conduit and detector Ioops as a result of the construction activities. 5 7. Fences 6 a. Protect all fences designated to remain. 7 b. Leave fence in the equal or better condition as prior to construction. 8 3.4 INSTALLATION 9 A. Excavation 10 1. Excavate to a depth indicated on the Drawings. 11 2. Trench excavations are defined as unclassified. No additional payment shall be 12 granted for rock or other in-situ materials encountered in the trench. 13 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 14 and bracing in accordance with the Excavation Safety Plan. 15 4. The bottom of the excavation shall be firm and free from standing water. 16 a. Notify the City immediately if the water and/or the in-situ soils do not provide 17 for a firm trench bottom. 18 b. The City will determine if any changes are required in the pipe foundation or 19 bedding. 20 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 21 excavation shall not advance beyond the pipe placement so that the trench may be 22 backfilled in the same day. 23 6. Over Excavation 24 a. Fill over excavated areas with the specified bedding material as specified for 25 the specific pipe to be installed. 26 b. No additional payment will be made for over excavation or additional bedding 27 material. 28 7. Unacceptable Backfill Materials 29 a, In-situ soils classified as unacceptable backfill material shall be separated from 30 acceptable backfill materials. 31 b. If the unacceptable backfill material is to be blended in accordance with this 32 Specification, then store material in a suitable location until the material is 33 blended. 34 c. Remove all unacceptable material from the project site that is not intended to be 35 blended or modified. 36 8. Rock—No additional compensation will be paid for rock excavation or other 37 changed field conditions. 38 B. Shoring, Sheeting and Bracing 39 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 40 specific excavation safety system in accordance with Federal and State 41 requirements. 42 2. Excavation protection systems shall be designed according to the space limitations 43 as indicated in the Drawings. 44 3. Furnish,put in place and maintain a trench safety system in accordance with the 45 Excavation Safety Plan and required by Federal, State or local safety requirements. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANIC, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 12,2016 3305 10-12 UTILITY TRENCH EXCAVATION,EMBF,DMENT,AND BACKFILL Page 12 oF20 1 4. If soil or water conditions are encountered that are not addressed by the current 2 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 3 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 4 City, 5 5. Do not allow soil, or water containing soil, to migrate through the Excavation 6 Safety System in sufficient quantities to adversely affect the suitability of the 7 Excavation Protection System. Movable bracing, shoring plates or trench boxes 8 used to support the sides of the trench excavation shall not: 9 a. Disturb the embedment located in the pipe zone or lower 10 b. Alter the pipe's line and grade after the Excavation Protection System is 11 removed 12 c. Compromise the compaction of the embedment located below the spring line of 13 the pipe and in the haunching 14 C. Water Control 15 1. Surface Water 16 a. Furnish all materials and equipment and perform all incidental work required to 17 direct surface water away from the excavation. 18 2. Ground Water 19 a. Furnish all materials and equipment to dewater ground water by a method 20 which preserves the undisturbed state of the subgrade soils. 21 b. Do not allow the pipe to be submerged within 24 hours after placement. 22 c. Do not allow water to flow over concrete until it has sufficiently cured. 23 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 24 Control Plan if any of the following conditions are encountered: 25 1) A Ground Water Control Plan is specifically required by the Contract 26 Documents 27 2) If in the sole judgment of the City, ground water is so severe that an 28 Engineered Ground Water Control Plan is required to protect the trench or 29 the installation of the pipe which may include: 30 a) Ground water levels in the trench are unable to be maintained below 31 the top of the bedding 32 b) A firm trench bottom cannot be maintained due to ground water 33 c) Ground water entering the excavation undermines the stability of the 34 excavation. 35 d) Ground water entering the excavation is transporting unacceptable 36 quantities of soils through the Excavation Safety System. 37 e. In the event that there is no bid item for a Ground Water Control and the City 38 requires an Engineered Ground Water Control Plan due to conditions 39 discovered at the site, the contractor will be eligible to submit a change order. 40 £ Control of ground water shall be considered subsidiary to the excavation when: 41 1) No Ground Water Control Plan is specifically identified and required in the 42 Contract Documents 43 g. Ground Water Control Plan installation, operation and maintenance 44 1) Furnish all materials and equipment necessary to implement, operate and 45 maintain the Ground Water Control Plan. 46 2) Once the excavation is complete, remove all ground water control 47 equipment not called to be incorporated into the work. 48 h. Water Disposal 49 1) Dispose of ground water in accordance with City policy or Ordinance. CITY OF FORT WORTH W>STSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-13 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 13 of 20 1 2) Do not discharge ground water onto or across private property without 2 written permission. 3 3) Permission from the City is required prior to disposal into the Sanitary 4 ,Sewer. 5 4) Disposal shall not violate any Federal, ,State or local regulations. 6 D. Embedment and Pipe Placement 7 1. Water Lines less than, or equal to, 12 inches in diameter: 8 a. The entire embedment zone shall be of uniform material. 9 b. Utility sand shall be generally used for embedment. 10 c. If ground water is in sufficient quantity to cause sand to pump, then use 11 crushed rock as embedment. 12 1) If crushed rock is not specifically identified in the Contract Documents, 13 then crushed rock shall be paid by the pre-bid unit price. 14 d. Place evenly spread bedding material on a firm trench bottom. 15 e. Provide firm, uniform bedding. 16 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 17 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 18 proposed grade, unless specifically called for in the Drawings. 19 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 20 more than 12 inches, above the pipe. 21 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 22 the elevation of the valve nut. 23 j. Form all blocking against undisturbed trench wall to the dimensions in the 24 Drawings. 25 k. Compact embedment and initial backfill. 26 1. Place marker tape on top of the initial trench backfill in accordance with 27 Section 33 05 26. 28 2. Water Lines 16-inches through 24-inches in diameter: 29 a. The entire embedment zone shall be of uniform.material. 30 b. Utility sand may be used for embedment when the excavated trench depth is 31 less than 15 feet deep. 32 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 33 trench depths 15 feet, or greater. 34 d. Crushed rock shall be used for embedment for steel pipe. 35 e. Provide trench geotextile fabric at any location where crushed rock or fine 36 crushed rock come into contact with utility sand 37 f. Place evenly spread bedding material on a firm trench bottom. 38 g. Provide firm,uniform bedding. 39 1) Additional bedding may be required if ground water is present in the 40 trench. 41 2) If additional crushed rock is required not specifically identified in the 42 Contract Documents, then crushed rock shall be paid by the pre-bid unit 43 price. 44 h. Place pipe on the bedding according to the alignment shown on the Drawings. 45 i. The pipe line shall be within: 46 1) :E3 inches of the elevation on the Drawings for 16-inch and 24-inch water 47 lines 48 j. Place and compact embedment material to adequately support haunches in 49 accordance with the pipe manufacturer's recommendations. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100375 Revised December 12,2016 3305 10-14 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 14 of 20 1 k. Place remaining embedment including initial backfill to a minimum of 6 in. 2 but not more than 12 inches, above the pipe. 3 1. Where gate valves are present, the initial backfill shall extend to up to the valve 4 nut. 5 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 n. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 o. Place trench geotextile fabric on top of the initial backfill. 10 p. Place marker tape on top of the trench geotextile fabric in accordance with 11 Section 33 05 26. 12 3, Water Lines 30-inches and greater in diameter 13 a. The entire embedment zone shall be of uniform material. 14 b. Crushed rock shall be used for embedment. 15 c. Provide trench geotextile fabric at any location where crushed rock or fine 16 crushed rock come into contact with utility sand. 17 d. Place evenly spread bedding material on a firm trench bottom. 18 e. Provide firm,uniform bedding. 19 1) Additional bedding may be required if ground water is present in the 20 trench. 21 2) If additional crushed rock is required which is not specifically identified in 22 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 23 price. 24 £ Place pipe on the bedding according to the alignment shown on the Drawings. 25 g. The pipe line shall be within: 26 1) +1 inch of the elevation on the Drawings for 30-inch and larger water lines 27 h. Place and compact embedment material to adequately support haunches in 28 accordance with the pipe manufacturer's recommendations. 29 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 30 not exceed the spring line prior to compaction. 31 j. Place remaining embedment, including initial backfill, to a minimum of 6 32 inches, but not more than 12 inches, above the pipe. 33 k. Where gate valves are present, the initial backfill shall extend to up to the valve 34 nut. 35 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 36 ASTM D 698. 37 m. Density test may be performed by City to verify that the compaction of 38 embedment meets requirements. 39 n. Place trench geotextile fabric on top of the initial backfill. 40 o. Place marker tape on top of the trench geotextile fabric in accordance with 41 Section 33 05 26. 42 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 43 a. The entire embedment zone shall be of uniform material. 44 b. Crushed rock shall be used for embedment. 45 c. Place evenly spread bedding material on a firm trench bottom. 46 d. Spread bedding so that lines and grades are maintained and that there are no 47 sags in the sanitary sewer pipe line. 48 e. Provide firm, uniform bedding. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-15 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 15 of 20 1 1) Additional bedding may be required if ground water is present in the 2 trench. 3 2) If additional crushed rack is required which is not specifically identified in 4 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 5 price. 6 f Place pipe on the bedding according to the alignment shown in the Drawings. 7 g. The pipe line shall be within J-0.1 inches of the elevation, and be consistent 8 with the grade shown on the Drawings. 9 h. Place and compact embedment material to adequately support haunches in 10 accordance with the pipe manufacturer's recommendations. 11 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 12 exceed the spring line prior to compaction. 13 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 14 but not more than 12 inches, above the pipe. 15 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 16 ASTM D 698. 17 1. Density test may be performed by City to verify that the compaction of 18 embedment meets requirements. 19 in. Place trench geotextile fabric on top of the initial backfill. 20 n. Place marker tape on top of the trench geotextile fabric in accordance with 21 Section 33 05 26. 22 5. Storm Sewer(RCP) 23 a. The bedding and the pipe zone up to the spring line shall be of uniform 24 material. 25 b. Crushed rock shall be used for embedment up to the spring line. 26 c. The specified backfill material may be used above the spring line. 27 d. Place evenly spread bedding material on a firm trench bottom. 28 e. Spread bedding so that lines and grades are maintained and that there are no 29 sags in the storm sewer pipe line. 30 f Provide firm, uniform bedding. 31 1) Additional bedding may be required if ground water is present in the 32 trench. 33 2) If additional crushed rock is required which is not specifically identified in 34 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 35 price. 36 g. Place pipe on the bedding according to the alignment of the Drawings. 37 h. The pipe line shall be within±0.1 inches of the elevation, and be consistent 38 with the grade, shown on the Drawings. 39 i. Place embedment material up to the spring line. 40 1) Place embedment to ensure that adequate support is obtained in the haunch. 41 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 42 ASTM D 698. 43 k. Density test may be performed by City to verify that the compaction of 44 embedment:meets requirements. 45 1. Place trench geotextile fabric on top of pipe and crushed rock. 46 6. Storm Sewer Reinforced Concrete Box 47 a. Crushed rock shall be used for bedding. 48 b. The pipe zone and the initial backfill shall be: 49 1) Crushed rock, or CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-16 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 16 of 20 1 2) Acceptable backfill material compacted to 95 percent ,Standard Proctor 2 density 3 c. Place evenly spread compacted bedding material on a firm trench bottom. 4 d. Spread bedding so that lines and grades are maintained and that there are no 5 sags in the storm sewer pipe line. 6 e. Provide firm,uniform bedding. 7 1) Additional bedding may be required if ground water is present in the 8 trench. 9 2) If additional crushed rock is required which is not specifically identified in 10 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 11 price. 12 f. kill the annular space between multiple boxes with crushed rock, CLSM 13 according to 03 34 13. 14 g. Place pipe on the bedding according to the alignment of the Drawings. 15 h. The pipe shall be within+0.1 inches of the elevation, and be consistent with the 16 grade, shown on the Drawings. 17 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 18 D698. 19 7. Water Services (Less than 2 Inches in Diameter) 20 a. The entire embedment zone shall be of uniform material. 21 b. Utility sand shall be generally used for embedment, 22 c. Place evenly spread bedding material on a firm trench bottom. 23 d. Provide firm, uniform bedding. 24 e. Place pipe on the bedding according to the alignment of the Plans. 25 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 26 8. Sanitary Sewer Services 27 a. The entire embedment zone shall be of uniform material. 28 b. Crushed rock shall be used for embedment. 29 c. PIace evenly spread bedding material on a firm trench bottom. 30 d. Spread bedding so that lines and grades are maintained and that there are no 31 sags in the sanitary sewer pipe line. 32 e. Provide firm, uniform bedding. 33 1) Additional bedding may be required if ground water is present in the 34 trench. 35 2) If additional crushed rock is required which is not specifically identified in 36 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 37 price. 38 f Place pipe on the bedding according to the alignment of the Drawings. 39 g. Place remaining embedment, including initial backfill, to a minimum of 6 40 inches,but not more than 12 inches, above the pipe. 41 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 42 i. Density test may be required to verify that the compaction meets the density 43 requirements. 44 E. Trench Backfill 45 1. At a minimum,place backfill in such a manner that the required in-place density 46 and moisture content is obtained, and so that there will be no damage to the surface, 47 pavement or structures due to any trench settlement or trench movement. 48 a. Meeting the requirement herein does not relieve the responsibility to damages 49 associated with the Work. CITY OF FORT WORTH WESTSIDE V--PART 1-ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 3305 10-17 UTILITY TRENCFI EXCAVATION,EMBEDMENT,AND BACKFILL Page 17 of 20 1 2. Backfill Material 2 a. Final backfill depth less than 15 feet 3 1) Backfill with: 4 a) Acceptable backfill material 5 b) Blended backfill material, or 6 c) Select backfill material, CSS, or CLSM when specifically required 7 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 8 1) Backfill depth from 0 tol5 feet deep 9 a) Backfill with: 10 (1) Acceptable backfill material 11 (2) Blended backfill material, or 12 (3) Select backfill material, CSS, or CLSM when specifically required 13 2) Backfill depth from 15 feet and greater 14 a) Backfill with: 15 (1) Select Fill 16 (2) CSS, or 17 (3) CLSM when specifically required 18 c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 19 1) Backfill with: 20 a) Acceptable backfill material, or 21 b) Blended backfill material 22 d. Backfill for service lines: 23 1) Backfill for water or sewer service lines shall be the same as the 24 requirement of the main that the service is connected to. 25 3. Required Compaction and Density 26 a. Final backfill (depths less than 15 feet) 27 1) Compact acceptable backfill material, blended backfill material or select 28 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 29 moisture content within-2 to+5 percent of the optimum moisture. 30 2) CSS or CLSM requires no compaction. 31 b. Final backfill(depths 15 feet and greater/under existing or future pavement) 32 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 33 ASTM D 698 at moisture content within-2 to+5 percent of the optimum 34 moisture. 35 2) CSS or CLSM requires no compaction. 36 c. Final backfill(depths 15 feet and greater/not under existing or future pavement) 37 1) Compact acceptable backfill material blended backfill material, or select 38 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 39 moisture content within-2 to+5 percent of the optimum moisture. 40 4. Saturated Soils 41 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 42 optimum moisture content, the soils are considered saturated. 43 b. Flooding the trench or water jetting is strictly prohibited. 44 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 45 Appendix, Contractor shall proceed with Work following all backfill 46 procedures outlined in the Drawings for areas of soil saturation greater than 5 47 percent. 48 d. If saturated soils are encountered during Work but not identified in Drawings or 49 Geotechnical Report in the Appendix: CITY OF FORT WORTH wESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 330510--I8 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 18 of 20 1 1) The Contractor shall: 2 a) Immediately notify the City. 3 b) Submit a Contract Claim for Extra Work associated with direction from 4 City. 5 2) The City shall: 6 a) Investigate soils and determine if Work can proceed in the identified 7 location. 8 b) Direct the Contractor of changed backfill procedures associated with 9 the saturated soils that may include: 10 (1) Imported backfill 11 (2) A site specific backfill design 12 5. Placement of Backfill 13 a. Use only compaction equipment specifically designed for compaction of a 14 particular soil type and within the space and depth limitation experienced in the 15 trench. 16 b. Flooding the trench or water setting is strictly prohibited. 17 c. Place in loose lifts not to exceed 12 inches. I8 d. Compact to specified densities. 19 c. Compact only on top of initial backfill, undisturbed trench or previously 20 compacted backfill. 21 f. Remove any loose materials due to the movement of any trench box or shoring 22 or due to sloughing of the trench wall. 23 g. Install appropriate tracking balls for water and sanitary sewer trenches in 24 accordance with Section 33 05 26. 25 6. Backfill Means and Methods Demonstration 26 a. 27 a-ad pe-Ffaf In the presence of the City, perform standard proctor test in 28 accordance with ASTM D698. 29 b. The results of the standard proctor test must be received prior to beginning 30 excavation. 31 c. Upon commencing of backfill placement for the project the Contractor shall 32 demonstrate means and methods to obtain the required densities. 33 d. Demonstrate Means and Methods for compaction including: 34 1) Depth of lifts for backfill which shall not exceed 12 inches 35 2) Method of moisture control for excessively dry or wet backfill 36 3) Placement and moving trench box, if used 37 4) Compaction techniques in an open trench 38 5) Compaction techniques around structure 39 e. Provide a testing trench box to provide access to the recently backfilled 40 material. 41 f, Provide a qualified testing Iab full time during this period 42 to randomly test density and moisture continent. 43 1) The testing lab will provide results as available on the job site. 44 7. Varying Ground Conditions 45 a. Notify the City of varying ground conditions and the need for additional 46 proctors. 47 b. Request additional proctors when soil conditions change. 48 c. The City may acquire additional proctors at its discretion. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCU-IAENTS City Project No. 100378 Revised December 12,2016 3305 10-19 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 19 of 20 1 d. Significant changes in soil conditions will require an additional Means and 2 Methods demonstration. 3 33 REPAIR [NOT USED] 4 3.6 RE-INSTALLATION [NOT USED] 5 3.7 FIELD QUALITY CONTROL 6 A. Field Tests and Inspections 7 1. Proctors 8 a. The City will p Perform Proctors in accordance with ASTM D698. 9 b. Provide Test results will genefally be ffyffilabl within 4 calendar days and 10 distribute to: 11 1) Contractor 12 2) City Project Manager 13 3) City Inspector 14 4) Engineer 15 c. Notify the City if the characteristic of the soil changes. 16 d. Gity will perform Perform new proctors for varying soils: 17 1) When indicated in the geotechnical investigation in the Appendix 18 2) If notified by the Contractor 19 3) At the convenience of the City 20 e. Trenches where different soil types are present at different depths, the proctors 21 shall be based on the mixture of those soils. 22 2. Density Testing of Backfill 23 a. Density Tests shall be in conformance with ASTM D2922. 24 b. Provide a testing trench protection for trench depths in excess of 5 feet. 25 c. PIace, move and remove testing trench protection as necessary to facilitate all 26 tests eoffduoed by the Gity. 27 d. For final backfill depths less than 15 feet and trenches of any depth not under 28 existing or future pavement: 29 1) The Gity will peffo Perform density testing twice per working day when 30 backfilling operations are being conducted. 31 2) The testing lab shall take a minimum of 3 density tests of the current lift in 32 the available trench. 33 e. For final backfill depths 15 feet and greater deep and under existing or future 34 pavement: 35 1) The Gity will peffbi=m Perform density testing twice per working day when 36 backfilling operations are being conducted. 37 2) The testing lab shall take a minimum of 3 density tests of the current lift in 38 the available trench. 39 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 40 f. Make the excavation available for testing. 41 g. The City will determine the location of the test. 42 h. The Gity testing lab will provid Provide results to Contractor and the City's 43 Inspector upon completion of the testing. 44 i. Post a formal report will be to the City's Buzzsaw site within 48 hours. 45 j. Test reports shall include: 46 1) Location of test by station number 47 2) Time and date of test CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00378 Revised December 12,2016 3305 10-20 UTHATY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 20 of 20 1 3) Depth of testing 2 4) Field moisture 3 5) Dry density 4 6) Proctor identifier 5 7) Percent Proctor Density 6 3. Density of Embedment 7 a. Storm sewer boxes that are embedded with acceptable backfill material, 8 blended backfill material, cement modified backfill material or select material 9 will follow the same testing procedure as backfill. 10 b. The City may allow testing fine crushed rock or crushed rock embedment in 11 accordance with ASTM D2922 or ASTM 1556. 12 B. Non-Conforming Work 13 1. All non-conforming work shall be removed and replaced. 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 311 CLOSEOUT ACTIVITIES [NOT USED] 18 312 PROTECTION [NOT USED] 19 313 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added Item for Concrete Encasement for Utility Lines Various Sections—Revised Depths to Include 15'and greater 12/20/2012 D.Johnson 3.3.A—Additional notes for pavement protection and positive drainage. 3.4.E.2—Added requirements for backfill of service lines. 3A.E.5—Added language prohibiting flooding of trench 1.2.A.3—Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D.Johnson quantity 2.2.A—Added language for concrete encasement 12/12/16 Z.Arega 2.2.A.Ld Modify gradation for sand material 22 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 12,2016 330513-1 FRAME,COVER,AND GRADE RINGS-CAST 1RON Page 1 of 5 1 SECTION 33 0513 2 FRAME, COVER, AND GRADE RINGS—CAST IRON 3 PART ] - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cast iron frame, cover and grade rings used as access ports into water, sanitary 7 sewer and storm drain structures such manholes or vaults 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.2.a 10 2. Added 1.2.A.2.b 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0--Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Frame Cover and Grade Rings 17 1. Measurement 18 a. This Item is considered subsidiary to the structure containing the frame, cover 19 and grade rings. 20 2. Payment 21 a. Unit Price-The work performed and the materials furnished in accordance 22 with this Item are subsidiary to the unit price bid per each structure complete in 23 place, and no other compensation will be allowed. 24 a. Lump Sum Price- The work performed and the materials furnished in 25 accordance with this Item are included in the total lump sum price. 26 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. ASTM International(ASTM) 33 a. ASTM A48—Standard Specification for Gray Iron Castings 34 b. ASTM A536-,Standard Specification for Ductile Iron Castings 35 c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections 36 3. American Association of State Highways and Transportation Officials (AASHTO) 37 a. AASHTO M306—Standard Specification for Drainage, Sewer, Utility and 38 Related Castings CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 3305 13-2 FRAME,COVER,AND GRADE RINGS-CAST IRON Page 2 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 5 fabrication for specials. 6 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. All castings shall be cast with: 9 a. Approved foundry's name 10 b. Part number I I c. Country of origin 12 2. Provide ma.nufacturer's: 13 a. Specifications 14 b. Load tables 15 c. Dimension diagrams 16 d. Anchor details 17 e. Installation instructions 18 B. Certificates 19 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO 20 designations. 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1..10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT, PRODUCT TYPES,MATERIALS 30 A. Manufacturers 31 1. Only the manufacturers as listed on the City's Standard Products List will be 32 considered as shown in Section 01 60 00. 33 a. The manufacturer must comply with this Specification and related Sections. 34 2. Any product that is not listed on the Standard Products List is considered a 35 substitution and shall be submitted in accordance with Section 01 25 00. 36 B. Castings CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 330513-3 FRAME,COVER,AND GRADE RINGS-CAST IRON Page 3 o£5 I 1. Use castings for frames that conform to ASTM A48, Class 35B or better. 2 2. Use castings for covers that conform to ASTM A536,Grade 65-45.12 or better. 3 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 4 loading with permanent deformation. 5 4. Covers 6 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 7 frame and cover 8 b. Provide with 2 inch wide pick slots in lieu of pick holes. 9 c. Provide gasket in frame and cover. 10 d. Standard Dimensions 11 1) Sanitary Sewer 12 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 13 cover assemblies unless otherwise specified in the Contract Documents. 14 2) Storm Drain 15 a) Provide a clear opening of 22 1/2 inches for all storm drain frames, 16 inlets and cover assemblies unless otherwise specified in the Contract 17 Documents. 18 b) Provide a minimum clear opening of 30 inches for all storm sewer 19 manholes and junction structures. 20 e. Standard Labels 21 1) Water 22 a) Cast lid with the word"WATER"in 2-inch letters across the lid. 23 2) Sanitary Sewer 24 a) Cast lid with the word"SANITARY SEWER" in 2-inch letters across 25 the Iid. 26 3) Storm Drain 27 a) Cast lid with the word"STORM DRAIN"in 2-inch letters across the 28 lid. 29 f. Hinge Covers 30 1) Provide water tight gasket on all hinged covers. 31 2) Water 32 a) Provide hinged covers for all water structures. 33 3) Sanitary Sewer 34 a) Provide hinged covers for all manholes or structures constructed over 35 24-inch sewer lines and larger and for manholes where rim elevations 36 are greater than 12 inches above the surface. 37 C. Grade Rings 38 1. Provide grade rings in sizes from 2-inch up to 8-inch. 39 2. Use concrete in traffic loading areas. 40 3. In non-traffic areas concrete or HDPE can be used. 41 D. Joint Sealant 42 1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape 43 form. 44 2. Provide sealant that is not dependant on a chemical action for its adhesive 45 properties or cohesive strength. CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 330513-4 FRAME,COVER,AND GRADE RINGS-CAST IRON Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION rNOT USED] 7 3.4 INSTALLATION 8 A. Grade Rings 9 1. Place as shown in the water and sanitary sewer City Standard Details. 10 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant. 11 3. Seal each grade ring with sealant specified in this Specification and as shown on the 12 City Standard Details. 13 B. Frame and Cover 14 1. Water 15 a. For water structures install frame, cover and grade rings in accordance with 16 applicable City Standard Detail. 17 2. Sanitary Sewer 18 a. For sanitary sewer structures install frame, cover and grade rings in accordance 19 with applicable City Standard Detail. 20 3. Storm Drain 21 a. For storm drain structures install frame, cover and grade rings in accordance 22 with applicable City Standard Detail, 23 4. Hinge Cover 24 a. Provide hinge cover on elevated manholes,junction boxes, in the flood plain 25 and where specified on the Drawings. 26 C. Joint Sealing 27 1. Seal frame, grade rings and structure with specified sealant. 28 D. Concrete Collar 29 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH WESTSIDE V-PART I-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS City Project No, 100378 Revised January 22,2016 33 05 13-5 FRAME,COVER,AND GRADE RINGS-CAST IRON Page 5 of 5 1 3.5 REPAIR 1 RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 314 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 Revision Tog DATE NAME SUMMARY OF CHANGE 6/25/2014 F.Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22%2 inches rather than 19 3/4 inches. 1/22/2016 F. Griffin Part 2-2.2-B-4-d-2-a.,Cover size updated to 30 inches to match Detail 33 05 16- 417. 8/30/2017 W.Norwood Change specification name to add Cast Iron 13 CITY OF FORT WORTH WESTSIDE V-PART i-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 22,2016 330517-1 CONCRETE COLLARS Page 1 of 3 1 SECTION 33 0517 2 CONCRETE COLLARS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1, Concrete Collars for Manholes 7 2. This Item is intended for use in asphalt streets and unimproved areas—not for use 8 in concrete streets. 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Modified 1.2.A.1.b.1 11 2. Added 1.2.A.1.b.2 12 C. Related Specification Sections include but are not necessarily limited to: 13 1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division I —General Requirements 16 3. Section 03 30 00 Cast-In-Place Concrete 17 4. Section 03 80 00—Modifications to Existing Concrete Structures 18 5. Section 33 05 13—Frame, Cover, and Grade Rings 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each. 24 b. Payment 25 1) Unit Price- The work performed and the materials furnished in accordance 26 with this Item shall be paid for at the unit price bid per each"Concrete 27 Collar"installed. 28 2) Lump Sum Price- The work performed and the materials furnished in 29 accordance with this Item shall be included in the total lump sum price. 30 c. The price bid will include: 31 1) Concrete Collar 32 2) Excavation 33 3) Forms 34 4) Reinforcing steel(if required) 35 5) Concrete 36 6) Backfill 37 7) Pavement removal 38 8) Hauling 39 9) Disposal of excess material 40 10) Placement and compaction of backfill 41 11) Clean-up CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3305 17-2 CONCRETE COLLARS Page 2 of 3 1 12) Additional pavement around perimeter of concrete collar as required for 2 rim adjustment on existing manhole. 3 1.3 REFERENCES 4 A. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. ASTM International(ASTM): 9 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 10 b. D4259, Standard Practice for Abrading Concrete. 11 1.4 -1.12 [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER-FURNISHED loPJ OWNER-SUPPLIEDPRODUCTS [NOT USED] 14 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 15 A. Materials 16 1. Concrete Conform to Section 03 30 00. 17 2. Reinforcing Steel—Conform to Section 03 21 00. 18 3. Frame and Cover—Conform to Section 33 05 13. 19 4. Grade Ring--Conform to Section 33 05 13. 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 EXAMINATION 25 A. Evaluation and Assessment 26 1. Verify lines and grades are in accordance to the Drawings. 27 3.3 PREPARATION [NOT USED] 28 3.4 INSTALLATION 29 A. Final Rim Elevation 30 1. Install concrete grade rings for height adjustment. 31 a. Construct grade ring on load bearing shoulder of manhole. 32 b. Use sealant between rings as shown on Drawings. 33 2. Set frame on top of manhole or grade rings using continuous water sealant. 34 3. Remove debris, stones and dirt to ensure a watertight seal. CITY OF FORT WORTH W ESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330517-3 CONCRETE COLLARS Page of 1 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 2 final surface elevation of the manhole frame. 3 3.5 -3.14 [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.I.A.2—Blue text added to clarify where concrete collars are to be installed. 6 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330526-1 UTILITY MARKERS/LOCATORS Page] of 4 1 SECTION 33 05 26 2 UTILITY MARKERS/LOCATORS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.2.a 9 2. Added 1.2.A.2.b 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. Utility Markers/Locators 16 1. Measurement 17 a. Measurement for this Item will be by lump sum. 18 2. Payment 19 a. Unit Price- The work performed and materials furnished in accordance with 20 this Item will be paid for at the lump sum price bid for"Utility Markers". 21 b. Lump Sura Price-The work performed and materials furnished in accordance 22 with this Item will be included in the total lump sum price. 23 3. The price bid shall include: 24 a. Furnishing and installing Utility Markers as specified by the Drawings 25 b. Mobilization 26 c. Pavement removal 27 d. Excavation 28 e. Hauling 29 f. Disposal of excess material 30 g. Furnishing,placement and compaction of backfill 31 h. Clean-up 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. American Public Works Association(AWPA): 38 a. Uniform Color Code. CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 0526-2 UTILITY MARKERS/LOCATORS Page 2 of 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Buried Marker 8 2. Surface Marker 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] I2 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 17 2.2 MATERIALS is A. Manufacturers 19 1. Only the manufacturers as listed on the City's Standard Products List will be 20 considered as shown in Section 01 60 00. 21 a. The manufacturer must comply with this Specification and related Sections. 22 2. Any product that is not listed on the Standard Products List is considered a 23 substitution and shall be submitted in accordance with Section 01 25 00. 24 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 25 manufacturing of Utility Markers/Locators. 26 B. Materials 27 1. Buried Markers (Detectable Warning Tape) 28 a. Provide detectable warning tape as follows: 29 1) 5.0 mil overall thickness 30 2) Width--3 inch minimum 31 3) Weight—27.5 pounds per inch per 1,000 square feet 32 4) Triple Layer with: 33 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 34 protective inert plastic jacket 35 (1) 100 percent virgin low density polyethylene 36 (2) Impervious to all known alkalis, acids, chemical reagents and 37 solvents within soil CITY OF FORT WORTH WESTSIDE V-PART 1 --ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100375 Revised December 20,2012 330526-3 UTILITY MARKERS/LOCATORS. Page of 4 1 (3) Aluminum foil visible to both sides 2 5) Locatable by conductive and inductive methods 3 6) Printing encased to avoid ink rub-off 4 7) Color and Legends 5 a) Potable water lines 6 (1) Color Blue(in accordance with APWA Uniform Color Code) 7 (2) Legend—Caution Potable Water Line Below(repeated every 24 8 inches) 9 b) Reclaimed water lines 10 (1) Color—Purple(in accordance with APWA Uniform Color Code) 11 (2) Legend Caution Reclaimed Water Line Below(repeated every 24 12 inches) 13 c) Sewer Line 14 (1) Color Green(in accordance with APWA Uniform Color Code) 15 (2) Legend—Caution Sewer Line Below(repeated every 24 inches) 16 2. Surface Markers 17 a. Provide as follows: 18 1) 4-inch diameter, 6-feet minimum length,polyethylene posts, or equal 19 2) White posts with colored,ultraviolet resistant domes as follows: 20 a) Water Lines 21 (1) Color--Blue(in accordance with APWA Uniform Color Code) 22 (2) Legend—Caution Potable Water Line Below 23 b) Reclaimed water lines 24 (1) Color Purple(in accordance with APWA Uniform Color Code) 25 (2) Legend—Caution Reclaimed Water Line Below 26 c) Sewer lines 27 (1) Color—Green(in accordance with APWA Uniform Color Code) 28 (2) Legend—Caution Sewer Line Below 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 31 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] 35 3.4 INSTALLATION 36 A. Buried Markers (Detectable Warning Tape) 37 1. Install in accordance with manufacturer's recommendations below natural ground 38 surface and directly above the utility for which it is marking. 39 a. Allow 18 inches minimum between utility and marker. 40 b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum 41 protection and detectability. 42 B. Surface Markers CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330526-4 UTILITY MARKERS/LOCATORS Page 4 of 4 1 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3 3. Where possible,place surface markers near fixed objects. 4 4. Place Surface Markers at the following locations: 5 a. Buried Features 6 1) Place directly above a buried feature. 7 b. Above-Ground Features S 1) Place a maximum of 2 feet away from an above-ground feature. 9 c. Water lines 16-inches and larger 10 1) Each right-of-way line(or end of casing pipe) for: I1 a) Highway crossings 12 b) Railroad crossings 13 2) Utility crossings such as: 14 a) High pressure or large diameter gas Iines 15 b) Fiber optic lines 16 c) Underground electric transmission lines 17 d) Or other locations shown on the Drawings, or directed by the City is d. Surface markers not required for 12-inch and smaller water lines 19 e. For sanitary sewer lines: 20 1) In undeveloped areas, place marker maximum of 2 feet away from an 21 above-ground feature such as a manhole or combination air valve vault. 22 2) Place at 500-foot intervals along the pipeline. 23 3.5 -3.14 [NOT USED] 24 25 END OF SECTION 26 Revision Log DATE NAME SUNIMARY OF CHANGE 12/20/2012 D.Johnson Removed references to Utility Marker Balls t1woughout. 27 CITY OF FORT WORTH WESTSIDE V-PART 1 _ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 330910-1 CONTROL VALVE AND ACTUATOR Page I of8 1 SECTION 33 0910 2 CONTROL VALVE ACTUATOR 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnish all labor, materials, equipment and incidentals required to completely 7 install and put into operation, butterfly control valve as specified herein and shown 8 on the drawings. 9 B. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the I 1 Contract. 12 2. Division 1 - General Requirements. 13 3. Section 33 12 21 --AWWA Rubber-Seated Butterfly Valves 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This item is measured per Control Valve and Actuator. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item and 20 measured as provided under"Measurement"are included in the total lump sum 21 price. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this specification refer to the current reference standard 25 published at the time of the latest revision date logged at the end of this 26 specification,unless a date is specifically cited. 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. Submittals shall be in accordance with Section 01 33 00. 30 B. All submittals shall be approved by the City prior to manufacture or delivery. 31 C. Submittals required after award of contract and prior to installation: 32 1. Technical bulletins and brochures. 33 2. Electrical diagram. 34 D. Submittals required prior to final walk through: 35 1. Operation and Maintenance Manual. October 2017 wESTSIDE V-PART 1 -ELEVATED STORAGE TANK, City Project No.100378 330910-2 CONTROL VALVE AND ACTUATOR Page 2 of 8 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Motor operator motor data sheet showing voltage,horsepower, full load amps, 4 locked rotor amps, etc. 5 B. Shop Drawings 6 1. Project specific motor operator control schematic/wiring diagrams. 7 2. Valve torque calculations and resulting actuator and motor sizing. 8 a. Provide torque calculations through the full range of operations for all motor 9 operated valves. 10 3. Motor operator torque. 11 C. Certificates 12 1. Performance Test Certificate 13 1.7 CLOSEOUT SUBMITTALS 14 A. Operation and Maintenance Data 15 1. A factory representative of all major component manufacturers,who has complete 16 knowledge of proper operation and maintenance, shall be provided for one day to 17 instruct representatives of the Owner on proper operation and maintenance. If there 18 are difficulties in operation of the equipment during instruction sessions, additional 19 sessions shall be provided at no cost to the Owner. 20 2. Prior to scheduling instructions, submit outline of instructions to Engineer for 21 approval. 22 3. Operating and maintenance manual shall be explained during these instructions. 23 1.8 MAINTENANCE MATERIAL SUBMITTALS 24 A. Spare Parts 25 1. Furnish one set of special tools required for the proper servicing of all equipment 26 supplied under these Specifications, packed in a suitable steel tool chest with a lock. 27 2. Furnish a wireless configurator capable of reconfiguring the unit without opening 28 the enclosure. 29 3. The successful bidder, to allow for actuator rebuild or repair, shall inventory a 30 complete compliment of spare parts. All spares shall be available to City personnel 31 within 72 hours of request as not to delay operations. 32 1.9 QUALITY ASSURANCE 33 A. Unit Responsibility and Coordination 34 1. The Contractor shall cause all equipment specified under this section to be 35 furnished by the valve manufacturer who shall be responsible for the adequacy and 36 compatibility of all valve components including the actuator. Any component of 37 each complete unit not provided by the valve manufacturer shall be designed, 38 fabricated,tested, and installed by factory-authorized representatives experienced in 39 the design and manufacture of the valve equipment. This requirement, however, 40 shall not be construed as relieving the Contractor of the overall responsibility for 41 this portion of the work. 42 B. Certifications October 2017 WESTSIDE V--PART 1 -ELEVATED STORAGE TANK, City Project No. 100378 330910-3 CONTROL VALVE AND ACTUATOR Page 3 of 8 1 1. Performance Test Certificate 2 a. Each actuator must be performance tested and individual test certificates shall 3 be supplied free-of-charge. The test equipment should simulate a typical valve 4 Ioad and the following parameters should be recorded: 5 1) Current at maximum torque setting 6 2) Torque at maximum torque setting 7 3) Flash Test Voltage 8 4) Actuator Output Speed or Operating Time 9 b. In addition, the test certificate should record details of specification, such as 10 gear ratios for both manual and automatic drive, closing direction, and wiring 11 diagram code number. 12 C. Preconstruction Testing 13 1. Cycle test to be witnessed by the Engineer, Contractor, and City's Representative 14 prior to delivery to jobsite if requested. 15 1.10 DELIVERY,STORAGE, AND HANDLING 16 A. Delivery and Acceptance Requirements 17 1. All parts shall be property protected so that no damage or deterioration will occur 18 during a prolonged delay from the time of shipment until installation is completed 19 and the units and equipment are ready for operation. 20 B. Storage and Handling Requirements 21 I. All equipment and parts must be properly protected against any damage during a 22 prolonged period at the site. 23 2. The finished surfaces of all exposed flanges shall be protected by wooden blank 24 flanges, strongly built and securely bolted thereto. 25 3. Finished iron or steel surfaces not painted shall be properly protected to prevent rust 26 and corrosion. 27 1.11 FIELD [SITE] CONDITIONS 28 A. Existing Conditions 29 1. The equipment to be provided under this section shall be suitable for installation 30 and operation in potable water systems. 31 112 WARRANTY 32 A. Manufacturer Warranty 33 1. Each actuator shall be warranted for a period of 60 months from date of shipment. 34 This warranty shall be held in effect regardless of precommissioning conditions in a 35 typical indoor or outdoor environment as long as the actuator is not abused or 36 disassembled. This warranty shall not require the use of special storage procedures 37 (such as the use of indoor storage,plastic bags, desiccants, and the energization of 38 heater(s) in order to be maintained. If any part of the equipment should fail during 39 the warranty period, it shall be replaced and the unit(s)restored to service at no 40 expense to the City. October 2017 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, City Project No.100378 330910-4 CONTROL VALVE AND ACTUATOR Page 4 of 8 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT 4 A. Control Valve 5 1. Control valves shall conform to Section 33 1221. 6 13, Actuator Manufacturers 7 1. Manufacturer List 8 a. Rotork IQ 9 b. Auma 10 c. No other manufactures will be considered. 11 2. Electric motor operators shall be provided by the local Representative. 12 C. Performance/Design Criteria 13 1. General 14 a. Operating Conditions 15 1) Downstream Minimum Pressure 16 a) 25 psi 17 2) Maximum Pressure Differential(either direction): 18 a) 100 psi 19 3) Maximum Flow Rate: 20 a) 15,000 gpm 21 4) Minimum Flow Rate: 22 a) 1,000 gpm 23 b. Valve shall operate in the above conditions without damage to the valve 24 c. The valve actuator shall have a transmitter that shall output a 4-20ma signal 25 proportional to position. 26 d. Actuators shall have integral controls with integral 240 volt disconnect. The 27 integral controls shall be mechanical type with electromechanical motor 28 contactors and four rotor limit switch assembly. 29 c. Electric actuator shall include the 240 VAC/3 PH/60 Hz electric motor, 30 integral worm gear,reduction gearing, valve stem drive nut/bushing, position 31 limit switches,mechanical overload torque switches, ductile iron gear case, 32 local pushbutton control station, close-coupled circuit breaker disconnect and 33 automatic de-clutchable handwheel. 34 f. The electric motor valve operators shall be of the reversible motor type. The 35 rated torque capability of each operator shall be sufficient to seat,unseat, and 36 rigidly hold in any position the valve disc under the operating conditions 37 specified herein. 38 2. Actuator Sizing 39 a. The actuator shall be sized to guarantee valve closure at the specified 40 differential pressure. The safety margin of motor power available for seating 41 and unseating the valve shall be sufficient to ensure torque switch trip at 42 maximum valve torque with the supply voltage 10%below nominal. The 43 operating speed shall be such as to give valve closing and opening as shown in 44 the valve schedule. 45 3. Ambient Temperature October 2017 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, City Project No.100378 33 09 10-5 CONTROL VALVE AND ACTUATOR Page of I a. The actuator shall be capable of functioning in an ambient temperature ranging 2 from minus 22° F (- 30° C)to plus 158°F(+70°Q. 3 4. Motor 4 a. Electric motors shall be specifically designed for valve actuator service, be 5 intermittent duty(S4) rated, and shall be totally enclosed, non-ventilated. The 6 enclosure shall meet NEMA 6 (temporary submergence, 6 ft. head for 30 7 minutes) and NEMA 4 (weatherproffing). Motor shall be capable of operation 8 under maximum specified loads when the voltage to the motor is+/- 10%of the 9 nominal voltage. Motor shall have Class F insulation with thermal overload 10 sensors imbedded in the motor windings. 11 b. Protection shall be provided for the motor as follows: 12 1) The motor shall be de-energized in the event of stall when attempting to 13 unseat a jammed valve. 14 2) A thermostat imbedded in the windings to protect against overheating shall 15 sense motor temperature. 16 5, Gearing 17 a. Motor speed reduction shall be by means of a gear train consisting of hardened 18 steel spur gears and self-locking worm and worm gear set. The worm shall be 19 heat treated alloy steel and have worm thread surface rolled or ground. The 20 worm gear shall be ductile iron. Non-metallic gears in the power train are not 21 acceptable. 22 b. All gearing and shafting shall be supported on anti-friction bearings. All thrust 23 components shall be supported by use of tapered roller bearings. 24 6. Hand Operation 25 a. A handwheel shall be provided for emergency operation engaged when the 26 motor is declutched by a lever or similar means; the drive being restored to 27 power automatically by starting the motor. 28 1) The hand/auto selection lever should be padlockable in both "Hand" and 29 "Auto"positions. 30 2) It should be possible to select hand operation while the actuator is running 31 or start the actuator motor while the hand/auto selection lever is locked in 32 "Hand" without damage to the drive train. 33 3) Handwheel or handcrank rim pull shall NOT exceed 80 pounds. 34 b. The handwheel drive must be mechanically independent of the motor drive, and 35 any gearing should be such as to permit emergency manual operation in a 36 reasonable time. 37 c. For safety ptiuposes, it shall be possible to disengage the electric drive with the 38 declutch lever. This disengagement and any subsequent reengagement shall not 39 cause any damage to the valve or operator even with the motor running. 40 7. Drive Bushing 41 a. The actuator shall be furnished with a drive bushing easily detachable for 42 machining to suit the valve stem or gearbox input shaft. Normally the drive 43 bush shall be positioned in a detachable base of the actuator. Thrust bearings, 44 when housed in a separate thrust base, should be of the sealed-for-life type. 45 8. Remote Valve Position/Actuator Status Indication October 2017 wESTSIDE V-PART 1 -ELEVATED STORAGE TANK, City Project No.100378 330910-6 CONTROL VALVE AND ACTUATOR Page 6 of 8 1 a. Sixteen contacts, 4 on each rotor, shall be provided. One rotor shall have fixed 2 open limit switches, one rotor shall have fixed closed limit switches, and two 3 rotors shall be fully adjustable across the stroke of the valve. The contacts shall 4 be rated at 5A, 120V AC, 30V DC. Current source 4-20 mA output transmitter 5 shall provide constant valve position feedback on the butterfly valves. Gearbox 6 visual indicator is required on all valves 7 9. Local Position Indication 8 a. The display shall be able to be rotated in 90-degree increments in order to 9 provide easy viewing regardless of actuator mounting position. 10 10. Controls 11 a. The butterfly valve shall be suitable for modulating service. Open and close 12 positioning contact commands will come from the RTU. Modulating service 13 shall be rated for up to 600 starts per hour with positioning accuracy to+/- 14 0.25%. 15 b. Reversing Contactor Control voltage shall be 120 volts, 50 or 60 Hz. N.O. 16 Seal-in contacts for momentary contact pushbutton control and N.C.contacts for 17 electrical interlock shall be supplied. When specified, additional contacts (I 18 N.O. and 1 N.C. for open and close coils) shall be supplied. The contactor shall 19 be both electrically and mechanically interlocked. It shall be completely wired 20 as an assembly and plug connected to the modular package. 21 c. Control Power Transformer assembly shall provide 115, 18 and 12 VAC. It 22 shall be epoxy impregnated and encapsulated to prevent moisture incursion and 23 shall be completely wired as an assembly and plug connected to the modular 24 package. 25 d. Each actuator shall be supplied with open-stop-close pushbuttons furnished 26 integrally mounted. Pushbuttons shall be double o-ring sealed and include a 27 protective silicone boot. Seal material shall be resistant to ozone and ultraviolet 28 light. When integrally mounted pushbuttons are specified, the design shall 29 permit operation of the buttons when the electrical enclosure cover is open. 30 e. The actuator shall include two(2) long life high intensity LED type pilot lights 31 to indicate open, closed and intermediate valve position (both lights on). Red 32 shall indicate valve open and green shall indicate valve closed. 33 f. Actuators shall have phase failure relay to protect actuator from single phase 34 conditions. 35 g. The actuator shall include a 3-position selector switch, for local(hand)-off- 36 remote (auto)control. The selector switch shall be padlockable in any position. 37 11. Monitoring and Diagnostic Facilities 38 a. Modulating Service 39 1) Provision for the following interface signals shall be as follows, and as 40 shown on the Drawings: 41 42 Modulating Signals 43 To Valve Position Command(ZC) 4 20 ma(%Open) 44 From Valve Position Indication(ZI) 4—20 ma(%Open) 45 From Valve In Remote(YL) Dry Contact 46 From Valve Full Open Status (ZSH) Dry Contact 47 From Valve Full Closed Status (ZSL) Dry Contact 48 From Valve Valve Fail (XA) Dry Contact 49 50 October 2017 WE..STSIDE V-PART I -ELEVATED STORAGE TANK, City Project No.100378 33 09 10-7 CONTROL VALVE AND ACTUATOR Page 7 of 8 1 b. Facilities shall be provided for monitoring actuator operation and availability as 2 follows: 3 1) Monitor(availability)relay,having one change-over contact, the relay 4 being energized from the control transformer only when the 5 Local/Off/Remote selector is in the "Remote" position and thermostat is not 6 "tripped"to indicate that the actuator is available for remote(control xoom) 7 operation. 8 2) Where required, it shall be possible to provide indication of thermostat trip 9 and"Remote" selected as discreet signals. 10 12. Wiring Terminals 11 a. Internal wiring shall be of tropical grade PVC insulated stranded cable of 12 appropriate size for the control and three-phase power. Each wire shall be 13 clearly identified at each end. 14 b. The terminal compartment of the actuator shall be provided with a minimum of 15 three threaded cable entries. When required, a forth cable entry shall be 16 provided. 17 c. All wiring supplied as part of the actuator shall be contained within the main 18 enclosure for physical and environmental protection. External conduit 19 connections between components are not acceptable. 20 d. A durable terminal identification card showing plan of terminals shall be 21 provided and attached to the inside of the terminal box cover indicating: 22 1) Serial Number 23 2) External Voltage Values 24 3) Wiring Diagram Number 25 4) Terminal Layout 26 27 This must be suitable for the contractor to inscribe cable core identification 28 beside terminal numbers. 29 13. Enclosure 30 a. Actuator shall be designed for non-intrusive start up/commissioning 31 b. Actuators shall be'0' ring scaled,watertight to NEMA 6. Provide double seal 32 conduit entrance compartments. 33 c. Enclosure must allow for temporary site storage without the need for electrical 34 supply connection. 35 d. All external fasteners shall be stainless steel. 36 D. Finishes 37 1. Powdercoat finish shall be UV resistant 38 E. Actuator Mounting 39 1. Actuator for 24"valve to be direct-mounted using carbon steel bracket and 40 coupling with black powder coat finish. 41 2. Floor stand and stem extension 42 a. Material: 43 1) Carbon Steel 44 b. Coating: 45 1) UV resistant nylon powdercoat October 2017 WESTSIDE V-PART I -ELEVATED STORAGE TANK, City Project No.100378 330910-8 CONTROL VALVE AND ACTUATOR Page 8 of 8 1 2.3 ACCESSORIES [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLATION 4 A. All control valves shall be installed in accordance with the instructions of the 5 manufacturer and as shown on the drawings. 6 B. Installation and adjustment shall be checked and approved by a manufacturer's factory 7 representative. Manufacturer's representative shall be present during startup of pumping 8 units to make adjustments to actuator limit switches so that hydraulic surges are 9 minimized during pump starting and stopping. After acceptance, the representative 10 shall address a letter to the Engineer outlining all installation and start up procedures. 11 The letter shall include a statement that the valves are installed per the manufacturer's 12 recommendations. The manufacturer or his qualified representative shall conduct 13 training session for the City's personnel in the operation and maintenance of the valve. 14 3.2 VALVE SCHEDULE LOCATION DUTY QTY SIZE TYPE Actuator STROKE TIME Westside V EST Modulating 1 24" 250B Butterfly Quarter-Turn 180 sec. Service Valve 15 16 3.3 SYSTEM STARTUP 17 A. Each actuator shall be supplied with a startup kit comprising installation instruction, 18 electrical wiring diagram, and sufficient spare cover screws and seals to make good any 19 site losses during the commissioning period. 20 3.4 CLOSEOUT ACTIVITIES 21 A. Training 22 1. A factory representative of all major component manufacturers, who has complete 23 knowledge of proper operation and maintenance, shall be provided for one day to 24 instruct representatives of the City on proper operation and maintenance. If there 25 are difficulties in operation of the equipment during instruction sessions, additional 26 sessions shall be provided at no cost to the City. 27 a. Prior to scheduling instructions, submit outline of instructions to Engineer for 28 approval. 29 b. Operating and maintenance manual shall be explained during these instructions. 30 31 END OF SECTION 32 October 2017 WE.STSIDE V-PART 1 -ELEVATED STORAGE TANK, City Project No.100378 331105-1 BOLTS,NUTS,AND GASKETS Page I of 7 1 SECTION 33 1105 2 BOLTS,NUTS, AND GASKETS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. All nuts,bolts and gaskets associated with pressurized water utility lines including: 7 a. T-Bolts and Nuts 8 b. Flange Bolts and Nuts 9 c. Threaded Rods 10 d. Push-on Gaskets 11 e. Mechanical Joint Gaskets 12 f. Flange Gaskets 13 g. Flange Isolation Kits 14 h. Petrolatum Tape Systems 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. Modified 1.2.A.l.b.1 17 2. Added 1.2.A.1.b.2 18 3. Modified 1.2.A.2.b.1 19 4. Added 1.2.A.2.b.2 20 5. Added 2.2.13.2 21 6. Modified 2.2.E. 22 7. Modified 3.4.B 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 25 Contract 26 2. Division 1 —General Requirements 27 3. Section 33 04 10—Joint Bonding and Electrical Isolation 28 4. Section 33 11 10—Ductile Iron Pipe 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1, Hydrocarbon Resistant Gaskets 32 a. Measurement 33 1) Measurement for this Item shall be by lump sum. 34 b. Payment 35 1) Unit Price-The work performed and the materials furnished in accordance 36 with this Item shall be paid for at the lump sum price bid for all 37 "Hydrocarbon Resistant Gaskets". 38 2) Lump Sum Price-The work performed and the materials furnished in 39 accordance with this Item shall be included in the total lump sum price. 40 2. All Other Items CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1105-2 BOLTS,NUTS,AND GASKETS Page 2 of 7 1 a. Measurement 2 1) The Items in this Section are considered subsidiary to the Item being 3 installed. 4 b. Payment 5 1) Unit Price-The work performed and materials furnished in accordance 6 with this Item are subsidiary to the unit price bid for the Item being 7 installed and no other compensation will be allowed. 8 2) Lump Sum Price- The work performed and the materials furnished in 9 accordance with this Item shall be included in the total lump sum price 10 1.3 REFERENCES 11 A. Reference Standards 12 1. Reference standards cited in this specification refer to the current reference standard 13 published at the time of the latest revision date logged at the end of this 14 specification, unless a date is specifically cited. 15 2. American Iron and Steel Institute(AISI). 16 3. American Society of Mechanical Engineers (ASME): 17 a. PCC-1-2012 Guidelines for Pressure Boundary Bolted FIange Joint Assembly. 18 4. American Society of Testing and Materials (ASTM): 19 a. Al 93, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 20 High Temperature or High Pressure Service and Other Special Purpose 21 Applications. 22 b. A194, Standard Specification for Carbon and Alloy Steel Nuts for Bolts for 23 High Pressure or High Temperature Service, or Both. 24 c. A242, Standard Specification for High-Strength Low-Alloy Carbon Structural 25 Steel 26 d. B117, Salt Spray Testing 27 e. F436, Standard Specification for Hardened Steel Washers 28 5. American Water Works Association(AWWA): 29 a. C1 I I/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 30 Fittings. 31 b. C207, Steel Pipe Flanges for Waterworks Service—Sizes 4 In. Through 144 In. 32 (100 mm Through 3,600 mm). 33 c. C600, Installation of Ductile-Iron Mains and Their Appurtenances. 34 d. MI 1,Steel Pipe. 35 c. M41,Ductile-Iron Pipe and Fittings. 36 6. Fastener Quality Act(FQA) 37 a. Public Law 106-34 (P.L. 106-34) 38 7. NSF International(NSF): 39 a. 61, Drinking Water System Components -Health Effects. 40 8. Society for Protective Coating(SSPC) Surface Preparation Standards (SP): 41 a. SP2, Hand Tool Cleaning 42 b. SP3,Power Tool Cleaning 43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 44 1.5 SUBMITTALS 45 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331105-3 BOLTS,NUTS,AND GASKETS Page 3 of 7 1 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 2 specials. 3 1.6 ACTION SUBMITTALS 1 INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. Bolts and nuts for mechanical and or flange joints 6 2. Gaskets 7 B. Certificates 8 1. Furnish an affidavit certifying that all fasteners, excluding T-Bolts, shall conform to 9 the Fastener Quality Act(FQA) (P.L. 106-34). 10 2. burnish an affidavit certifying that the Xylan Coating is manufactured by Whitford 11 Corporation, or a Whitford Corporation certified Applicator. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Qualifications 16 1. Manufacturers 17 a. Fastener manufacturing operations (bolts, nuts, gaskets and coatings) shall be 18 performed under the control of the manufacturer. 19 b. All gaskets shall meet or exceed the latest revisions NSF 61 and shall meet or 20 exceed the requirements of this Specification. 21 B. Preconstruction Testing 22 1. The City may, at its own cost, subject random fittings for destructive testing by an 23 independent laboratory for compliance with this Specification. 24 a. The compliance test shall be performed in the United States. 25 b. Any visible defects or failure to meet the quality standards herein will be 26 grounds for rejecting the entire order. 27 1.10 DELIVERY,STORAGE,AND HANDLING 28 A. Storage and Handling Requirements 29 1. Secure and maintain a location to store the material in accordance with Section 01 30 6600. 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS 34 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 35 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 36 A. Manufacturers CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 05-4 BOLTS,NUTS,AND GASKETS Page 4 o1`7 1 I. Only the manufacturers as listed on the City's Standard Products List will be 2 considered as shown in Section 01 60 00. 3 a. The manufacturer must comply with this Specification and related Sections, 4 2. Any product that is not listed on the Standard Products List is considered a 5 substitution and shall be submitted in accordance with Section 0125 00. 6 B. Regulatory Requirements 7 1. All fasteners, excluding T-Bolts, shall conform to the Fastener Quality Act(FQA) 8 (P.L. 106-34). All fasteners shall meet the marking requirements set forth by this 9 Act, 10 C. T-Bolts and Nuts 11 1. Standard Xylan Coated T-bolt and Nut 12 a. High strength, corrosion-resistant, low-carbon weathering steel in accordance 13 with AWWAIANSI C1 I1/A21.11 and ASTM A242 14 b. Xylan Coating in accordance with this Section 15 2. Stainless Steel T-bolt with Xylan Coated Stainless Steel Nut 16 a. Stainless Steel T-bolt and Nut in accordance with AISI 304. 17 b. Coat nut with Xylan in accordance with this Section. 18 D. Flange Bolts and Nuts 19 4. StaifAess Steel Belt and X�xlaii Coated NtA 20 21 , , 22 saltAiall 23 , 24 Washefs 25 . 26 2. Steel Bolts and Nuts 27 a. Meet the requirements of AW WA C207 28 b. Bolts: ASTM A193 Grade B7 AISI 4140 4142 or 4105 29 c. Nuts and Washers: ASTM At 94, Grade 7Heavv Hex nuts and washers 30 E. Threaded Rods 31 1. Meet requirements of AWWA C207 32 2. Rods: ASTM A193, Grade B7B8, , eafbide 33 801tAi0H tv,,..ted) 34 3-: Nuts and Washers: ASTM A194, Grade S7 Nuts,.M " 9130 Stas ,ess St , and 35 Washers 36 . 37 F. Push-on Gaskets 38 1. Conforming to the physical and marking requirements specified in ANSI/AWWA 39 C 11 I/A21.11. 40 2. All gaskets shall meet or exceed the latest revisions NSF 61. 41 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR,unless 42 otherwise specified in Drawings. 43 4. Gaskets shall be free from porous areas, foreign material and other defects that 44 make them unfit for intended use. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 331105-5 BOLTS,NUTS,AND GASKETS Page 5 of 7 1 5. Gaskets shall be the size and shape required to provide an adequate compressive 2 force against the plain end and socket after assembly to affect a positive seal udder 3 all combinations of joint and gasket tolerances. 4 G. Mechanical Joint Gaskets 5 1. Conforming to the physical and marking requirements specified in ANSI/AWWA 6 CI 11/A21.11. 7 2. All gaskets shall meet or exceed the latest revisions NSF 61. 8 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR,unless 9 otherwise specified in Drawings. 10 4. Gaskets shall be free from porous areas, foreign material and other defects that 1 l make thence unfit for intended use. 12 H. Flange Gaskets 13 1. Class E Flanges 14 a. Full face 15 b. Manufactured true to shape from minimum 80 durometer,SBR rubber stock of a 16 thickness not less than 1/8 inch 17 c. Virgin stock 18 d. Conforming to the physical and test requirements specified in AWWA/ANSI 19 C111/A21.11 20 e. All gaskets shall meet or exceed the latest revisions NSF 61. 21 f. Finished gaskets shall have holes punched by the manufacturer and shall match 22 the flange pattern in every respect. 23 g. Frayed cut edges are not acceptable. 24 h. Field cut sheet gaskets are not acceptable. 25 I. Hydrocarbon Resistant Gaskets 26 1. Furnish Viton© (Fluorocarbon) Rubber, hydrocarbon resistant gaskets,when 27 required. 28 J. Flange Isolation Kits 29 1. Flanges which are required by the Drawings to be Isolation Flanges shall conform 30 to Section 33 04 10. 31 2. For bolts used with isolation sleeves per Section 33 04 10, threading must extend to 32 bolt head with no grip to ensure sleeves fit properly. 33 K. Petrolatum Tape System 34 1. Petrolatum Tape Primer: Denso Paste, or approved equal 35 2. Molding and Filler mastic: Densyl Mastic, or approved equal 36 3, All Purpose Petrolatum Tape: Densyl Tape, or approved equal 37 L. Xylan Coating 38 a. Coat nuts and bolts with a ceramic-filled, baked on fluorocarbon resin, when 39 required. 40 b. Coated nuts and bolts shall be prepared"near white"or"white"when coated to 41 the coating manufacturer's recommended thickness by a certified applicator. 42 c. Coating shall be of Xylan as manufactured by Whitford Corporation and 43 applied by Whitford Corporation or Whitford Corporation Recommended 44 Coater. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331105-6 BOLTS,NUTS,AND GASKETS Page 6 of 7 1 d. Coating shall be free from holidays and defects. 2 e. Coating thickness shall between 0.0007-inches and 0.0012-inches and shall be 3 such that the nut turns freely on the bolt. 4 £ Coating shall conform to the performance requirements of ASTM B117,"Salt 5 Spray Test"and shall include, if required, a certificate of conformance. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. Mechanical Joints 14 1. Assemble mechanical joints in accordance with ANSI/AWWA C11 I/A21.11 15 Appendix A,AWWA C600 and AWWA Manual M41, 16 2. Use Standard Xylan Coated T-bolts and Nuts. 17 a. Stainless Steel T-bolts with Xylan Coated Stainless Steel Nuts shall only be 18 used when specifically required in the Drawings. 19 B. Flanged Joints 20 1. Install in accordance with ASME PCC-1-2012. 21 2, Use Stainless Steel Bolts and Xeated-Nuts. 22 3. Wrap all buried steel flanges for AWWA C200,C301 or C303 pipe with 23 Petrolatum'Pape System. 24 a. If only 1 flange in a joint is steel(AWWA C200, C301, or C303),petrolatum 25 tape wrapping will be required. 26 b. If a joint is made between two ductile iron flanges, the joint should be 27 polyethylene encased in accordance with Section 33 11 10. 28 4. Flange bolts are normally spaced evenly around the flange. 29 5. During assembly, tighten nuts gradually and equally using a three-pass method in 30 accordance with ASME PCC-1-2012. 31 a. For the first pass,tighten the nuts to 50 percent at diametrically opposite sides 32 to prevent misalignment and to ensure that all bolts carry equal loads. 33 b. For the second pass,tighten the nuts to 100 percent again in a diametrically 34 opposite pattern. 35 c. Allow a minimum of 1 hour to pass to provide time for settlement between 36 bolts and nuts and gasket relaxation. 37 d. Complete the third pass by checking each bolt in a clockwise pattern. Each nut 38 should be tightened until it will no longer turn. This step compensates for 39 elastic interaction and brings all bolts into parity. 40 6. The threads of the bolts should protrude a minimum of/2-inch from the nuts. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1105-7 BOLTS,NUTS,AND GASKETS Page 7 of 7 1 C. Flanged Joints with Isolation Kit 2 1. Flange Isolation Kits shall be installed in accordance with Section 33 04 10. 3 2. City will verify Isolation in accordance with Section 33 04 10. 4 D. Threaded Rod 5 1. Install as part of joint harness assembly in accordance with AWWA Manual M11, 6 2. Space rods evenly around the pipe. 7 3. During assembly, tighten nuts gradually and equally using a three-pass method in 8 accordance with ASME PCC-1-2012. 9 a. For the first pass,tighten the nuts to 50 percent at diametrically opposite sides 10 to prevent misalignment and to ensure that all bolts carry equal loads. 11 b. For the second pass,tighten the nuts to 100 percent again in a diametrically 12 opposite pattern. 13 4. The threads of the bolts should protrude a minimum of%-inch from the nuts. 14 5. Wrap joint harness assembly with Petrolatum Tape System. 15 E. Petrolatum Tape System 16 1. Surfaces should be free from dirt, loose rust, scale or flaking coatings. 17 a. Clean surfaces in accordance with SSPC SP2 or SSPC SP3. 18 1) High pressure wash of 3,000 to 7,000 psi is also suitable. 19 b. Surfaces may be damp but shall not have droplets or continuous film of water. 20 2. Apply a uniform, thin coat of Petrolatum Tape Primer to the entire surface by stiff 21 brush, gloved hand or rag at normal ambient temperatures. 22 3. By band application, apply Molding and Filler Mastic to a rounded configuration to 23 fill irregular shapes and reduce sharp-edged surfaces. 24 4. Spirally wrap All Purpose Petrolatum Tape with a minimum overlap of 1 inch. 25 a. For severely corrosive environments, an overlap of 55 percent is recommended. 26 b. Press air pockets out and smooth all lap seams. 27 5. For additional mechanical protection, overwrap may be applied to increase impact 28 strength and electrical resistance. 29 3.5 -3.14 [NOT USED] 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-1 DUCTILE IRON PIPE Page 1 of 14 1 SECTION 33 1110 2 DUCTILE IRON PIPE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City of Port Worth,Standard Specification 9 1. Modified 1.2.A.1.b.1 10 2. Added 1.2.A.I.b.2 11 3- Modified 2.2.B.4 12 4. Deleted 2.2.B.14.b-f 13 5. Added 2.2.B.14. 14 6. Added 2.2.B.14,h 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1 —General Requirements 19 3. Section 33 01 31 —Closed Circuit Television (CCTV)Inspection 20 4. Section 33 04 10 Joint Bonding and Electrical Isolation 21 5. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 22 6, Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 23 7, Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 24 8. Section 33 11 05—Bolts,Nuts,and Gaskets 25 9. Section 33 11 11 Ductile Iron Fittings 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Ductile Iron Pipe 29 a. Measurement 30 1) Measured horizontally along the surface from center line to center line of 31 the fitting, manhole, or appurtenance 32 b. Payment 33 1) Unit Price-The work performed and materials fimushed in accordance 34 with this Item and measured as provided under"Measurement"will be paid 35 for at the unit price bid per linear foot for"DIP"installed for: 36 a) Various sizes 37 b) Various types of backfill 38 c) Various linings CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-2 DUCTILE IRON PIPE Page 2 of 14 1 d) Various Depths, for miscellaneous sewer projects only 2 e) Various restraints 3 f) Various uses 4 2) Lump Sum Price—The work performed and materials furnished in 5 accordance with this Item and measured as provided under"Measurement" 6 will be included in the total lump sum price for: 7 a) Various sizes 8 b) Various types of backfill 9 c) Various linings 10 d) Various Depths, for miscellaneous sewer projects only 11 e) Various restraints 12 f) Various uses 13 c. The price bid shall include: 14 I) Furnishing and installing Ductile Iron Pipe with joints as specified by the 15 Drawings 16 2) Mobilization 17 3) Polyethylene encasement 18 4) Lining 19 5) Pavement removal 20 6) Excavation 21 7) Hauling 22 8) Disposal of excess material 23 9) Furnishing,placement and compaction of embedment 24 10) Furnishing,placement and compaction of backfill 25 11) Trench water stops 26 12) Thrust restraint, if required in Contract Documents 27 13) Bolts and nuts 28 14) Gaskets 29 15) Clean-up 30 16) Cleaning 31 17) Disinfection 32 18) Testing 33 1.3 REFERENCES 34 A. Definitions 35 1. Gland or Follower Gland 36 a. Non-restrained, mechanical joint fitting 37 2. Retainer Gland 38 a. Mechanically restrained mechanical joint fitting 39 B. Reference Standards 40 1. Reference standards cited in this Specification refer to the current reference 41 standard published at the time of the latest revision date logged at the end of this 42 Specification, unless a date is specifically cited. 43 2. American Association of State Highway and Transportation Officials (AASHTO). 44 3. American Society of Mechanical Engineers (ASME): 45 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 46 4. ASTM International (ASTM): CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-3 DUCTILE IRON PIPE Page 3 of 14 1 a. Al 93, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 2 High Temperature or High Pressure Service and Other Special Purpose 3 Applications 4 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 5 Pressure or High Temperature Service, or Both 6 c. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 7 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 8 Tensile Strength. 9 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 10 Water or Other Liquids. 11 f. B 117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 12 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 13 Steel. 14 5. American Water Works Association(AWWA): 15 a. C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - 16 Enamel and Tape-Hot Applied. 17 b. C600,Installation of Ductile-Iron Water Mains and their Appurtenances. 18 c. M41, Ductile-Iron Pipe and Fittings. 19 6. American Water Works Association/American National Standards Institute 20 (AWWA/ANSI): 21 a. C104/A21.4, Cement—Mortar Lining for Ductile-Iron Pipe and Fittings. 22 b. CI05/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 23 c. CI I I/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 24 d. CI 15/A21.15, Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron 25 Threaded Flanges. 26 e. C1 50/A21.50, Thickness Design of Ductile-Iron Pipe. 27 f. C 151/A21.51,Ductile-Iron Pipe, Centrifugally Cast, for Water. 28 g. C600,-Installation of Ductile-Iron Water Mains and their Appurtenances 29 7. NSF International(NSF): 30 a. 61, Drinking Water System Components -Health Effects. 31 8. Society for Protective Coatings (SSPC): 32 a. PA 2,Measurement of Dry Coating Thickness with Magnetic Gages. 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 SUBMITTALS . 35 A. Submittals shall be in accordance with Section 0133 00. 36 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 37 specials. 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Product Data 40 1. Interior lining 41 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 42 CI04/A21.4, including: 43 1) Material 44 2) Application recommendations CITY OF FORT WORTH wESTSIDE V-PART 1--ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECCIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-4 DUCTILE IRON PIPE Pagc4 of 14 1 3) Field touch-up procedures 2 2. Thrust Restraint 3 a. Retainer glands, thrust harnesses or any other means 4 3. Gaskets 5 a. If hydrocarbon or other special gaskets are required 6 B. Shop Drawings—Furnish for Ductile Iron Pipe used in the water distribution system or 7 for a wastewater force main for 24-inch and greater diameters, including: 8 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 9 Texas including: 10 a. Working pressure 11 b. Surge pressure 12 c. Deflection 13 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 14 Professional Engineer in Texas, to verify the restraint lengths shown in the 15 Drawings. 16 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 17 Professional Engineer in Texas including: 18 a. Pipe class 19 b. Joints type 20 c. Fittings 21 d. Stationing 22 e. Transitions 23 f. Joint deflection 24 C. Certificates 25 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 26 Section, each run of pipe furnished has met Specifications, all inspections have 27 been made, and that all tests have been performed in accordance with 28 AWWA/ANSI C151/A21.51. 29 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Qualifications 34 1. Manufacturers 35 a. Finished pipe shall be the product of 1 manufacturer. 36 1) Change orders, specials, and field changes maybe provided by a different 37 manufacturer upon City approval. 38 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 39 under the control of the manufacturer. 40 c. Ductile Iron Pipe 41 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 42 a) Perform quality control tests and maintain results as outlined within 43 standard to assure compliance. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-5 DUCTILE IRON PIPE Page 5 of 14 1 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 2 of at least 10 seconds. 3 B. Preconstruction Testing 4 1. The City may, at its own cost, subject random lengths of pipe for testing by an 5 independent laboratory for compliance with this Specification. 6 a. The compliance test shall be performed in the United States. 7 b. Any visible defects or failure to meet the quality standards herein will be 8 grounds for rejecting the entire order. 9 1.10 DELIVERY,STORAGE,AND HANDLING 10 A. Storage and Handling Requirements 11 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 12 stated in AWWA M41. 13 2. Secure and maintain a location to store the material in accordance with Section 01 14 6600. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1,12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [ORI OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 20 A. Manufacturers 21 1. Only the manufacturers as listed in the City's Standard Products List will be 22 considered as shown in Section 01 60 00. 23 a. The manufacturer must comply with this Specification and related Sections. 24 2. Any product that is not listed on the Standard Products List is considered a 25 substitution and shall be submitted in accordance with Section 01 25 00. 26 B. Pipe 27 1. Pipe shall be in accordance with AWWA/ANSI Ci I l/A21.11, AWWA/ANSI 28 CI50/A21.15,and AWWAIANST C151/A21.51. 29 2. All pipe shall meet the requirements of NSF 61. 30 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 31 closure pieces and necessary to comply with the Drawings. 32 4. As a minimum the following pressures classes apply. The Drawings may specify a 33 higher pressure class or the pressure and deflection design criteria may also require 34 a higher pressure class,but in no case should they be less than the following: 35 Diameter Min Pressure Class inches (psi) 3 through 12 350 14 through 20 250 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 33 11 10-6 DUCTILE IRON PIPE Page 6 of 14 24 250 298 30 throw h 64 150 1 2 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI 3 C151/A21.51. Minimum pipe markings shall be as follows: 4 a, "DI"or"Ductile"shall be clearly labeled on each pipe 5 b. Weight,pressure class and nominal thickness of each pipe 6 c. Year and country pipe was cast 7 d. Manufacturer's mark 8 6. Pressure and Deflection Design 9 a. Pipe design shall be based on trench conditions and design pressure class 10 specified in the Drawings. 11 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 12 CI50/A21.50,AWWAIANSI C151/A21,51,and AWWA M41 for trench 13 construction, using the following parameters: 14 1) Unit Weight of Fill(w)= 130 pcf 15 2) Live Load— AASHTO HS 20 16 3) Trench Depth= 12 feet minimum, or as indicated in Drawings 17 4) Bedding Conditions=Type 4 18 5) Working Pressure(Pw) — 150 psi 19 6) Surge Allowance(Ps)= 100 psi 20 7) Design Internal Pressure(Pi)—Pu,+P.,or 2:1 safety factor of the actual 21 working pressure plus the actual surge pressure,whichever is greater. 22 a) Test Pressure 23 (1.) No less than 1.25 minimum times the stated working pressure(187 24 psi minimum) of the pipeline measured at the highest elevation 25 along the test section. 26 (2) No less than 1,5 times the stated working pressure(225 psi 27 minimum) at the lowest elevation of the test section. 28 8) Maximum Calculated Deflection(D.)=3 percent 29 9) Restrained Joint Safety Factor(SI)= 15 percent 30 c. Trench depths shall be verified after existing utilities are located. 31 1) Vertical alignment changes required because of existing utility or other 32 conflicts shall be accommodated by an appropriate change in pipe design 33 depth. 34 2) In no case shall pipe be installed deeper than its design allows. 35 7. Provisions for Thrust 36 a. Thrust at bends, tees,plugs or other fittings shall be mechanically restrained 37 joints when required by the Drawings. 38 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 39 through casing and for a sufficient distance each side of casing. 40 c. No thrust restraint contribution shall be allowed for the restrained length of 41 pipe within the casing. 42 d. Restrained joints,when required, shall be used for a sufficient distance from 43 each side of the bend, tee,plug,valve or other fitting to resist thrust which will 44 be developed at the design pressure of the pipe. For the purpose of thrust, the 45 following shall apply: 46 1) Valves shall be calculated as dead ends. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 3311 10-7 DUCTILE IRON PIPE Page 7 of 14 1 2) Design pressure shall be greater than the working pressure of the pipe or 2 the internal pressure(Pi)whichever is greater. 3 3) Restrained joints shall consist of approved mechanical restrained or push- 4 on restrained joints as listed in the City's Standard Products List as shown 5 in Section 0160 00. 6 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 7 resist thrust in accordance with the Drawings,AWWA M41, and the following: 8 1) The weight of earth (We) shall be calculated as the weight of the projected 9 soil prism above the pipe, for unsaturated soil conditions. 10 2) Soil density= 130 pcf(maximum value to be used), for unsaturated soil 11 conditions 12 3) If indicated on the Drawings and the Geotechnical Borings that ground 13 water is expected, account for reduced soil density. 14 8. Joints 15 a. General--Comply with AWWA/ANSI C111/A21.11. 16 b. Push-On Joints 17 c. Mechanical Joints 18 d. Push-On Restrained Joints 19 1) Restraining Push-on joints by means of a special gasket 20 a) Only those products that are listed in Section 01 60 00 21 b) The working pressure rating of the restrained gasket must exceed the 22 test pressure of the pipe line to be installed. 23 c) Approved for use of restraining Ductile Iron Pipe in casing with a 24 carrier pipe of 4-inches to 12-inches 25 d) Otherwise only approved if specially listed on the Drawings 26 2) Push-on Restrained Joint bell and spigot 27 a) Only those products list in the standard products list will be allowed for 28 the size listed in the standard products list per Section 01 60 00. 29 b) Pressure rating shall exceed the working and test pressure of the pipe 30 line. 31 e. Flanged Joints—AWWA/ANSI Cl 15/A21.15, ASME 1316.1, Class 125 32 £ Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. 33 g. Field fabricated flanges are prohibited. 34 9. Gaskets 35 a. Provide Gaskets in accordance with Section 33 1105. 36 10. Isolation Flanges 37 a. Flanges required by the drawings to be Isolation Flanges shall conform to 38 Section 33 04 10. 39 11. Bolts and Nuts 40 a. Mechanical Joints 41 1) Provide bolts and nuts in accordance with Section 33 1105. 42 b. Flanged Ends 43 1) Meet requirements of AWWA C115. 44 a) Provide bolts and nuts in accordance with Section 33 1105. 45 12. Flange Coatings 46 a. Connections to Steel Flanges 47 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 48 Tape System in accordance with Section 33 1105. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-8 DUCTILE IRON PIPE Page 8 of 14 1 13. Ductile Iron Pipe Exterior Coatings 2 a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the 3 pipe exterior, unless otherwise specified in the Contract Documents. 4 14. Polyethylene Encasement 5 a. All buried Ductile Iron Pipe shall be polyethylene encased. 6 b. Only ffiatrdfaevffers listed in the Gity's 7 Section 0 1 60 00 will be eensidef ed aeoeptable, 8 9 10 I 12 szW-rr-rV-aSiGr0n zvn-tv-r-r 13e. iviu T.r,.rk At aff�inimumof e e ._2fe t along its length, the mark+t,e 14 15Manufacturer's 16 2) Yeaf of fnmfflf�et-ff 17 3) nAx WA4& 91 9405 U 1.c 18 19 5) App heab le raiVe of navaiiial diameter sizes 20 21 . Speeial 22 , per-ftwm one of the fellewing.! 23 fl)— Label polyethylene emeasement with"REG n IME4) ter n EW 24 b) Provide putple polyethylene in meordanee vAth the AcTaffiean Pu 25 We n „+.,.n r ni fi r.,, G,lff Godo. 26 27 ,petf-ofm one of the following.! 29 "• 29 30 Wafkms Asseeeiatie €afm Golof Code;er 31 c) Attach green satiftafy sewer markef-tape to the polyethylefie vffap, 32 g. Polyethylene encasement for use with ductile iron pipe systems shall consist of 33 three la ers of co-extruded linear low density of eth lene LLDPE fused 34 into a single thickness of not less than eight mils. 35 h. The inside surface of the polyethylene wrap to be in contact with the pipc 36 exterior shall be infused with a blend of anti-microbial biocide to mitigate 37 microbiologically influenced corrosion and a volatile corrosion inhibitor to 38 control galvanic corrosion. 39 i. Minimum widths 40 Polyethylene Tube and Sheet Sizes for Push-On Joint Pi e Nominal Pipe Diameter Min. Width—Flat Tube Min. Width—Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECrii'ICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 11 10-9 DUCTILE IRON PIPE Page 9 of 14 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 1 15. Ductile Iron Pipe Interior Lining 2 a. Cement Mortar Lining 3 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 4 accordance with AWWA/ANSI C104/A21.04 and be acceptable according 5 to NSF 61. 6 b. Ceramic Epoxy or Epoxy Linings 7 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 8 Ceramic Epoxy or Epoxy lining as designated in.the City's Standard 9 Products List as shown in Section 01 60 00. 10 2) Apply lining at a minimum of 40 nails DFT. 11 3) Due to the tolerances involved, the gasket area and spigot end up to 6 12 inches back from the end of the spigot end must be coated with 6 mils 13 nominal, 10 mils maximum using a Joint Compound as supplied by the 14 manufacturer. 15 a) Apply the joint compound by brush to ensure coverage. 16 b) Care should betaken that the joint compound is smooth without excess 17 buildup in the gasket seat or on the spigot ends. 18 c) Coat the gasket seat and spigot ends after the application of the lining. 19 4) Surface preparation shall be in accordance with the manufacturer's 20 recommendations. 21 5) Check thickness using a magnetic film thickness gauge in accordance with 22 the method outlined in SSPC PA 2, 23 6) Test the interior lining of all pipe barrels for pinholes with a non- 24 destructive 2,500 volt test. 25 a) Repair any defects prior to shipment. 26 7) Mark each fitting with the date of application of the lining system along 27 with its numerical sequence of application on that date and records 28 maintained by the applicator of his work. 29 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 30 cut, coat the exposed surface with the touch-up material as recommended 31 by the manufacturer. 32 a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-10 DUCTILE IRON PIPE Page 10 of 14 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 INSTALLATION 8 A. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA 0600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash—during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push-on Joints 36 a. Install Push-on joints as defined in AWWA/ANSI CI I I/A21.1 I. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH WESTSIDE V--PART I _ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-11 DUCTILE IRON PIPE Page 11 of 14 1 d. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 4 conform to AWWA C600. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in one direction.. 11 4. Joint Deflection 12 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. 14 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 15 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 16 C600. 17 d. The manufacturer's recommendation may be used with the approval of the 18 Engineer. 19 D. Polyethylene Encasement Installation 20 1, Preparation 21 a. Remove all lumps of clay,mud, cinders, etc., on pipe surface prior to 22 installation of polyethylene encasement. 23 1) Prevent soil or embedment material from becoming trapped between pipe 24 and polyethylene. 25 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 26 with minimum space between polyethylene and pipe. 27 1) Provide sufficient slack in contouring to prevent stretching polyethylene 28 where it bridges irregular surfaces such as bell-spigot interfaces, bolted 29 joints or fittings and to prevent damage to polyethylene due to backfilling 30 operations. 31 2) Secure overlaps and ends with adhesive tape and hold. 32 c. For installations below water table and/or in areas subject to tidal actions, seal 33 both ends of polyethylene tube with adhesive tape at joint overlap. 34 2. Tubular Type(Method A) 35 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 36 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 37 pipe section and bunching it accordion-fashion lengthwise until it clears pipe 38 ends. 39 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 40 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 41 e. After assembling pipe joint, make overlap of polyethylene tube,pull bunched 42 polyethylene from preceding length of pipe, slip it over end of the new length 43 of pipe and wrap until it overlaps joint at end of preceding Iength of pipe. 44 £ Secure overlap in place. 45 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 46 of pipe, securing fold at quarter points. 47 h. Repair cuts, tears,punctures or other damage to polyethylene. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 11 10-12 DUCTILE[RON PIPE Page 12 of 14 1 i. Proceed with installation of next pipe in same manner. 2 3. Tubular Type(Method B) 3 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 4 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 5 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 6 of pipe, securing fold at quarter points; secure ends. 7 d. Before leaking up joint, slip 3-foot length of polyethylene tube over end of 8 proceeding pipe section,bunching it accordion-fashion lengthwise. 9 e. After completing joint, pull 3-foot length of polyethylene over joint, 10 overlapping polyethylene previously installed on each adjacent section of pipe I 1 by at least 1 foot; make each end snug and secure. 12 4. Sheet Type 13 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 14 section. 15 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 16 it until it clears the pipe ends. 17 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 18 quadrant of pipe. 19 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 20 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 21 of pipe. 22 f Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears,punctures or other damage to polyethylene. 25 i. Proceed with installation of next section of pipe in same manner. 26 5. Pipe-Shaped Appurtenances 27 a. Cover bends, reducers, offsets and other pipe-shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd-Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses, and other odd-shaped 31 pieces in tube,wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7, Repairs 37 a. Repair any cuts, tears,punctures or damage to polyethylene with adhesive tape 39 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area and secured in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps,blow-offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed,tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting darnaged areas being repaired as described above. CITY OF FORT WORTH WESTSIDE V-.PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-13 DUCTILE IRON PIPE Page 13 of 14 1 9. Junctions between Wrapped and Unwrapped Pipe: 2 a. Where polyethylene-wrapped pipe joins an adjacent pipe that is not wrapped, 3 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 4 b. Secure end with circumferential turns of tape. 5 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 6 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 7 3.5 REPAIR/RESTORATION 8 A. Patching 9 1. Excessive field-patching is not permitted of lining or coating. 10 2. Patching of lining or coating will be allowed where area to be repaired does not 11 exceed 100 square inches and has no dimensions greater than 12 inches. 12 3. In general, there shall not be more than 1 patch on either the lining or the coating of 13 any 1 joint of pipe. 14 4. Wherever necessary to patch the pipe: 15 a. Make patch with cement mortar as previously specified for interior joints. 16 b. Do not install patched pipe until the patch has been properly and adequately 17 cured and approved for laying by the City. 18 5. Promptly remove rejected pipe from the site. 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD loRl SITE QUALITY CONTROL 21 A. Potable Water Mains 22 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 23 a. Clean, flush,pig, disinfect, hydrostatic test and bacteriological test the water 24 main as specified in Section 33 04 40. 25 B. Wastewater Lines 26 1. Closed Circuit Television(CCTV)Inspection 27 a. Provide a Post-CCTV Inspection in accordance with Section 33 01 31. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.1.3 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 10-14 DUCTILE IRON PIPE Page 14 of 14 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A.1.b.—Updated Payment types 12/20/2012 D.Johnson 1.3—Added definitions of gland types for clarity 2.2.B.9, 10, It and 12—Added reference to Section 33 1105 and removed material specification for bolts,nuts and gaskets 1 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11-1 DUCTILE IRON FITTINGS Page 1 of 13 1 SECTION 33 1111 2 DUCTILE IRON FITTINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron.Fittings 3-inch through 64-inch for potable water, wastewater,and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride(PVC)Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 10 B. Deviations from this City of Fart Worth Standard Specification I 1 1. Modified 1.2.A.l.b.I 12 2. Added 1.2.A.1.b.2 13 3. Deleted 2.2.13.1 Lb-f 14 4. Added 2.2.13.11. 15 5. Added 2.2.13.1 Lh 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 18 Contract 19 2. Division 1 —General Requirements 20 3. Section 03 30 00—Cast-in-Place Concrete 21 4. Section 33 04 10—Joint Bonding and Electrical Isolation 22 5. Section 33 04 40 Cleaning and Acceptance Testing of Water Mains 23 6. Section 33 05 10--Utility Trench Excavation, Embedment and Backfill 24 7. Section 33 11 05—Bolts,Nuts, and Gaskets 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Ductile Iron Water Fittings with Restraint 28 a. Measurement 29 1) Shall be per tan of fittings supplied 30 2) Fittings weights are the sum of the various types of fittings multiplied by 31 the weight per fitting as listed in AWWA/ANSI CI53/A21.53. 32 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 33 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 34 Drawings specifically call for an AWWA/ANSI Cl 10/A21.10 fittings. 35 4) If the Contractor chooses to supply AWWA/ANSI Cl 10/A21.10 (full 36 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 37 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 38 measured in accordance with AWWA/ANSI C153/A21.53. 39 b. Payment CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11 -2 DUCTILE.IRON FITTINGS Page 2 of 13 1 1) Unit Price-The work performed and materials furnished in accordance 2 with this Item and measured as provided under"Measurement"will be paid 3 for at the unit price bid per ton of"Ductile Iron Water Fittings with 4 Restraint". 5 2) Lump Sum Price-The work performed and materials furnished in 6 accordance with this Item and measured as provided under"Measurement" 7 will be included in the total lump sum price. 8 c. The price bid shall include: 9 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 10 Drawings 11 2) Polyethylene encasement 12 3) Lining 13 4) Pavement removal 14 5) Excavation 15 6) Hauling 16 7) Disposal of excess material 17 8) Furnishing and installing bolts, nuts,and restraints 18 9) Furnishing,placement and compaction of embedment 19 10) Furnishing,placement and compaction of backfill 20 11) Trench water stops 21 12) Clean-up 22 13) Cleaning 23 14) Disinfection 24 15) Testing 25 2. Ductile Iron Sewer Fittings 26 a. Measurement 27 1) Shall be per ton of fittings supplied 28 2) Fittings weights are the sum of the various types of fittings multiplied by 29 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 30 3) The fitting weights listed in AWWA/ANSI CI 10/A21.10 are only allowed 31 for specials where an AWWA/ANSI C 153/A21.53 is not available, or if the 32 Drawings specifically call for an AWWA/ANSI CI10/A21.10 fittings. 33 4) If the Contractor chooses to supply AWWA/ANSI C 110/A21.10 (full 34 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 35 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 36 measured in accordance with AWWA/ANSI C 153/A21.53. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price bid per ton of"Ductile Iron Sewer Fittings". 41 c. The price bid shall include: 42 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 43 Drawings 44 2) Epoxy Coating 45 3) Polyethylene encasement 46 4) Lining 47 5) Pavement removal 48 6) Excavation 49 7) Hauling CITY OF FORT WORTH WESTSIDE V-PART 1 _ELEVATED STORAGE'TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11-3 DUCTILE IRON FITTINGS Page 3 of 13 1 8) Disposal of excess material 2 9) Furnishing and installing bolts, nuts, and restraints 3 10) Furnishing,placement and compaction of embedment 4 11) Furnishing,placement and compaction of backfill 5 12) Clean-up 6 13) Cleaning 7 14) Disinfection 8 15) Testing 9 1.3 REFERENCES IO A. Definitions 11 1. Gland or Follower Gland 12 a. Non-restrained, mechanical joint fitting 13 2. Retainer Gland 14 a. Mechanically restrained mechanical joint fitting, consisting of multiple 15 gripping wedges incorporated into a follower gland meeting the applicable 16 requirements of ANSI/AWWA C1 l0/A21.10. 17 B. Reference Standards 18 1. Reference standards cited in this Specification refer to the current reference 19 standard published at the time of the latest revision date logged at the end of this 20 Specification, unless a date is specifically cited. 21 2. American Society of Mechanical Engineers (ASME): 22 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 23 3. ASTM International (ASTM): 24 a. Al 93, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 25 High Temperature or High Pressure Service and Other Special Purpose 26 Applications 27 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 28 Pressure or High Temperature Service, or Both 29 c. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 30 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 31 Water or Other Liquids. 32 e. B117, Standard Practice for Operating Salt Spray(Fog)Apparatus. 33 4. American Water Works Association(AWWA): 34 a. C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - 35 Enamel and Tape-Hot Applied. 36 b. C600, Installation of Ductile-Iron Water Mains and their Appurtenances. 37 c. M41, Ductile-Iron Pipe and Fittings. 38 5. American Water Works Association/American National Standards Institute 39 (AWWA/ANSI): 40 a. CI04/A21.4, Cement—Mortar Lining for Ductile-Iron Pipe and Fittings. 41 b. C105/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 42 c. C1 I0/A21.10, Ductile-Iron and Gray-Iron Fittings. 43 d. C1 I/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 44 e. Cl 15/A21.15,Flanged Ductile--Iron Pipe with Ductile-Iron or Gray-Iron 45 Threaded Flanges. 46 f. C151/A21.51,Ductile-Iron Pipe, Centrifugally Cast, for Water. CITY OF FORT WORTH WESTSIDE v-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 I 33 11 11 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 g. C153/A21.53, Ductile-Iron Compact Fittings for Water Service. 2 6. NSF International (NSF): 3 a. 61, Drinking Water System Components -Health Effects. 4 7. Society for Protective Coatings (SSPC): 5 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDI 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 01 33 00. 9 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 10 specials. 11 1.6 ACTION SUBMITTALS /INFORMATIONAL SUBMITTALS 12 A. Product Data 13 1. Ductile Iron Fittings 14 a. Pressure class 15 b. Interior lining 16 c. Joint types 17 2. Polyethylene encasement and tape 18 a. Planned method of installation 19 b. Whether the film is linear low density or high density cross linked polyethylene 20 c. The thickness of the film provided 21 3. The interior lining, if it is other than cement mortar lining in accordance with 22 AWWA/ANSI C104/A21.4 23 a. Material 24 b. Application recommendations 25 c. Field touch-up procedures 26 4. Thrust Restraint 27 a. Retainer glands 28 b. Thrust harnesses 29 c. Any other means 30 5. Gaskets 31 a. Provide Gaskets in accordance with Section 33 1105. 32 6. Isolation Flanges 33 a. Flanges required by the drawings to be Isolation Flanges shall conform to 34 Section 33 04 10. 35 7. Bolts and Nuts 36 a. Mechanical Joints 37 1) Provide bolts and nuts in accordance with Section 33 1105. 38 b. Flanged Ends 39 1) Meet requirements of AWWA C115. 40 a) Provide bolts and nuts in accordance with Section 33 1105. 41 8. Flange Coatings 42 a. Connections to Steel FIanges 43 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 44 Tape System in accordance with Section 33 11 05. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11-5 DUCTILE IRON FITTINGS Page 5 of 13 1 B. Certificates 2 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 3 meet the provisions of this Section and meet the requirements of AWWA/ANSI 4 C110/A21.10 or AWWA/ANSI CI53/A21.53. 5 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Qualifications 10 1. Manufacturers 11 a. Fittings manufacturing operations (fittings, lining, and coatings)shall be 12 performed under the control of the manufacturer. 13 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 14 Cl 10/A21.10 or AWWA/ANSI C153/A21.53, 15 1) Perform quality control tests and maintain the results as outlined in these 16 standards to assure compliance. 17 B. Preconstruction Testing 18 1. The City may, at its own cost, subject random fittings for destructive testing by an 19 independent laboratory for compliance with this Specification. 20 a. The compliance test shall be performed in the United States. 21 b. Any visible defects or failure to meet the quality standards herein will be 22 grounds for rejecting the entire order. 23 1.10 DELIVERY, STORAGE,AND HANDLING 24 A. Storage and Handling Requirements 25 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 26 2. Secure and maintain a location to store the material in accordance with Section 01 27 6600. 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed on the City's Standard Products List will be 35 considered as shown in Section 0160 00. 36 a. The manufacturer must comply with this Specification and related Sections. 37 2. Any product that is not listed on the Standard Products List is considered a 38 substitution and shall be submitted in accordance with Section 01 25 00. 39 B. Ductile Iron Fittings CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCOMFNTS City Project No,100378 Revised December 20,2012 331111-6 DUCTILE IRON FITTINGS Page 6 of 13 1 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C I I O/A21.10, 2 AWWA/ANSI C153/A21.53. 3 2. All fittings for potable water service shall meet the requirements of NSF 61. 4 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 5 the pipe which the fitting is connected, unless specifically indicated in the 6 Drawings. 7 4. Fittings Markings 8 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. 9 b. Minimum markings shall include: 10 1) "DI"or"Ductile"cast or metal stamped on each fitting 11 2) Applicable AWWA/ANSI standard for that the fitting 12 3) Pressure rating 13 4) Number of degrees for all bends 14 5) Nominal diameter of the openings 15 6) Year and country fitting was cast 16 7) Manufacturer's mark 17 5. Joints 18 a. Mechanical Joints with mechanical restraint 19 1) Comply with AWWA/ANSI Cl I I/A21.11 and applicable parts of 20 ANSI/AWWA C110/A21.10. 21 2) The retainer gland shall have the following working pressure ratings based 22 on size and type of pipe: 23 a) Ductile Iron Pipe 24 (1) 3-inch— 16-inch, 350 psi 25 (2) 18-inch 48-inch, 250 psi 26 b) FVC C900 and C905 27 (1) 3-inch 12-inch, 305psi 28 (2) 14-inch— 16-inch, 235psi 29 (3) 18-inch 20-inch, 200psi 30 (4) 24-inch—30--inch 165psi 31 c) Ratings are for water pressure and must include a minimum safety 32 factor of 2 to 1 in all sizes 33 3) Retainer glands shall have specific designs for Ductile Iron and PVC and 34 should be easily differentiate between the 2. 35 4) Gland body, wedges and wedge actuating components shall be cast from 36 grade 65-45-12 ductile iron material in accordance with ASTM A536. 37 5) Mechanical joint restraint shall require conventional tools and installation 38 procedures per AWWA C600, while retaining full mechanical joint 39 deflection during assembly as well as allowing joint deflection after 40 assembly, 41 6) Proper actuation of the gripping wedges shall be ensured with torque 42 limiting twist off nuts. 43 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. 44 b. Push-On, Restrained Joints 45 1) Restraining Push-on joints by means of a special gasket 46 a) Only those products that are listed in 01 60 00 47 b) The working pressure rating of the restrained gasket must exceed the 48 test pressure of the pipe line to be installed. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANTO STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 11 11 -7 DUCTILE IRON FITTINGS Page 7 of 13 1 c) Approved for use of restraining Ductile Iron Pipe in casing with a 2 carrier pipe of 4-inches to 12-inches 3 d) Otherwise only approved if specially listed on the drawings 4 2) Push-on Restrained Joint bell and spigot 5 a) Only those products Iist in the standard products list will be allowed for 6 the size listed in the standard products list per Section 01 60 00 7 b) Pressure rating shall exceed the working and test pressure of the pipe 8 line 9 c. Flanged Joints 10 1) AWWA/ANSI CI 15/A21.15, ASME B16.1, Class 125 11 2) Flange bolt circles and bolt boles shall match those of ASME B16.1, Class 12 125. 13 3) Field fabricated flanges are prohibited. 14 6. Gaskets 15 a. Provide Gaskets in accordance with Section 33 1105. 16 7. Isolation Flanges 17 a. Flanges required by the drawings to be Isolation Flanges shall conform to 18 Section 33 04 10, 19 8. Bolts and Nuts 20 a. Mechanical Joints 21 1) Provide bolts and nuts in accordance with Section 33 1105. 22 b. Flanged Ends 23 1) Meet requirements of AW WA 0115. 24 a) Provide bolts and nuts in accordance with Section 33 1105. 25 9. Flange Coatings 26 a. Connections to Steel Flanges 27 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 28 Tape System in accordance with Section 33 1105. 29 10. Ductile Iron Fitting Exterior Coatings 30 a. AIL Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 31 thick, on the exterior,unless otherwise specified in the Contract Documents. 32 11. Polyethylene Encasement 33 a. All buried Ductile Iron Fittings shall be polyethylene encased. 34 b. Giily fnaffflfftekifefs listed iff the City's 35 Sect; 01 60 00 will b� :a, ed aeeeptftble. 36 e. Use anly vifgifi petyethylene fflfltefial, 37 d, Emasemefft fof buried fitthngs shall be 8 mil limeaf low density(L-L44) 38 39 40 t,. A`7TW f ANSI C7105hk2 C and ASTM A674. 41 , 42 . 43 ' 44 2) Yeaf of maffufaetuf 45 46 4) Minim-am filffi 4iiekftess and ffietefift!type 47 5) App heable fafige of flaminal diameter sizes CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 11 11-8 DUCTILE IRON FIT'T'INGS Page 8 of 13 1 6) Warning Corrosion Protection Repaif Any Damage 2 3 17- Reelaimed-Watef,perfafm one of the following- 4 oll .,.ing4 u} J.:;Etbel pelyeftlene eneasement vvith'REeL-Aad1 WATE 6 ; or 7 8 , peffofffi one of the following:- 9 « 10 b) Provide greett polyethy4ette in aceordance wiffi the American Public 11 Works A .,+i6 rr ifaf,., Golop Godo. 12 c) Attach green sanitary sewer markef-tape to the polyeftlene vffap, 13 g. Polyethylene encasement for use with ductile iron pipe systems shall consist of 14 three layers of co-extruded linear low density polyethylene(LLDPF), fiised 15 into a single thickness of not less than eight mils. 16 h. The inside surface of the polyethylene wrap to be in contact with the Pipe 17 exterior shall be infused with a blend of anti-microbial biocide to mitigate 18 microbiologically influenced corrosion and a volatile corrosion inhibitor to 19 control galvanic corrosion. 20 i. Minimum widths 21 Polyethylene Tube and Sheet Sizes for Push-On Joint Fittings Nominal Fittings Diameter Min. Width-Flat Tube Min.Width-Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 22 12. Ductile Iron Fittings Interior Lining 23 a. Cement Mortar Lining CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 3311 It -9 DUCTILE IRON FITTINGS Page 9 of 13 1 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 2 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 3 NSF 61. 4 b. Ceramic Epoxy or Epoxy Linings 5 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 6 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 7 List as shown in Section 01 60 00. 8 2) Apply lining at a minimum of 40 mils DFT 9 3) Due to the tolerances involved, the gasket area and spigot end up to 6 10 inches back from the end of the spigot end must be coated with 6 mils 11 nominal, 10 mils maximum using a Joint Compound as supplied by the 12 manufacturer. 13 a) Apply the joint compound by brush to ensure coverage. 14 b) Care should betaken that the joint compound is smooth without excess 15 buildup in the gasket seat or on the spigot ends. 16 c) Coat the gasket seat and spigot ends after the application of the lining. 17 4) Surface preparation shall be in accordance with the manufacturer's 18 recommendations. 19 5) Check thickness using a magnetic film thickness gauge in accordance with 20 the method outlined in SSPC PA 2. 21 6) Test the interior lining of all fittings for pinholes with a non-destructive 22 2,500 volt test. 23 a) Repair any defects prior to shipment. 24 7) Mark each fitting with the date of application of the lining system along 25 with its numerical sequence of application on that date and records 26 maintained by the applicator of his work. 27 S) For all Ductile Iron Fittings in wastewater service where the fitting has 28 been out, coat the exposed surface with the touch-up material as 29 recommended by the manufacturer. 30 a) The touch-up material and the lining shall be of the same manufacturer. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION [NOT USED] 37 3.4 INSTALLATION 38 A. General 39 1. Install fittings, specials and appurtenances as specified herein, as specified in 40 AWWA C600,AWWA M41,and in accordance with the fittings manufacturer's 41 recommendations. 42 2. Lay fittings to the lines and grades as indicated in the Drawings. 43 3. Excavate and backfill trenches in accordance with 33 05 10. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11-10 DUCTILE IRON FITTINGS Page 10 of 13 1 4, Embed Ductile Iron Fittings in accordance with 33 05 10. 2 B. Joint Making 3 1. Mechanical Joints with required mechanical restraint 4 a. All mechanical joints require mechanical restraint. 5 b. Bolt the retainer gland into compression against the gasket,with the bolts 6 tightened down evenly then cross torqued in accordance with AWWA C600. 7 c. Overstressing of bolts to compensate for poor installation practice will not be 8 permitted. 9 2. Push-on Joints (restrained) 10 a. All push-on joints shall be restrained push-on type. 11 b. Install Push-on joints as defined in AWWA/ANSI CI I I/A21.11. 12 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 13 d. PIace the gasket in the bell in the position prescribed by the manufacturer. 14 e. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 15 gasket and the outside of the spigot prior to entering the spigot into the bell. 16 f. When using a Meld cut plain end piece of pipe, refinished the field cut and scarf 17 to conform to AWWA M-41. 18 3. Flanged Joints 19 a. Use erection bolts and drift pins to make flanged connections. 20 1) Do not use undue force or restraint on the ends of the fittings. 21 2) Apply even and uniform pressure to the gasket. 22 b. The fitting must be free to move in any direction while bolting. 23 1) Install flange bolts with all bolt heads faced in 1 direction. 24 4. Joint Deflection 25 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 26 and grades and shown in the Drawings. 27 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 28 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 29 0600. 30 d. The manufacturer's recommendation may be used with the approval of the 31 Engineer. 32 C. Polyethylene Encasement Installation 33 I. Preparation 34 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 35 installation of polyethylene encasement. 36 1) Prevent soil or embedment material from becoming trapped between 37 fittings and polyethylene. 38 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 39 with minimum space between polyethylene and fittings. 40 I) Provide sufficient slack in contouring to prevent stretching polyethylene 41 where it bridges irregular surfaces such as bell-spigot interfaces, bolted 42 joints or fittings, and to prevent damage to polyethylene due to backfilling 43 operations. 44 2) Secure overlaps and ends with adhesive tape and hold. 45 c. For installations below water table and/or in areas subject to tidal actions, seal 46 both ends of polyethylene tube with adhesive tape at joint overlap. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 33 11 11 -11 DUCTILE IRON FITTINGS Page 1 I of 13 1 2, Tubular Type (Method A) 2 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 3 section. 4 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 5 pipe section and bunching it accordion-fashion lengthwise until it clears fittings 6 ends. 7 c. Lower fittings into trench with preceding section of pipe. 8 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 9 e. After assembling fittings make overlap of polyethylene tube, pull bunched I0 polyethylene from preceding length of pipe, slip it over end of the fitting and 11 wrap until it overlaps joint at end of preceding length of pipe. 12 f. Secure overlap in place. 13 g. Take up slack width at top of fitting to make a snug,but not tight, fit along 14 barrel of fitting, securing fold at quarter points. 15 h. Repair cuts, tears,punctures or other damage to polyethylene. 16 i. Proceed with installation of next fitting in same manner. 17 3. Tubular Type(Method B) 18 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 19 section. 20 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 21 end. 22 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 23 barrel of fitting, securing fold at quarter points; secure ends. 24 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 25 proceeding pipe section,bunching it accordion-fashion lengthwise. 26 e. After completing joint, pull 3-foot length of polyethylene over joint, 27 overlapping polyethylene previously installed on each adjacent section of pipe 28 by at least I foot; make each end snug and secure. 29 4. Sheet Type 30 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 31 section. 32 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 33 clears the fitting ends. 34 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 35 quadrant of fitting. 36 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 37 e. Lower wrapped fitting into trench with preceding section of pipe. 38 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 39 g. After completing joint, make overlap and secure ends. 40 h. Repair cuts, tears,punctures or other damage to polyethylene. 41 i. Proceed with installation of fittings in same manner. 42 5. Pipe-Shaped Appurtenances 43 a. Cover bends, reducers, offsets, and other pipe-shaped appurtenances with 44 polyethylene in same manner as pipe and fittings. 45 6. Odd-Shaped Appurtenances 46 a. When it is not practical to wrap valves, tees, crosses and other odd-shaped 47 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 48 sheet under appurtenances and bringing it up around body. CITY OF FORT WORTH WESTSIDE V--PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 331111-12 DUCTILE IRON FITTINGS Page 12 of 13 1 b. Make scams by bringing edges together, folding over twice and taping down. 2 c. Tape polyethylene securely in place at the valve stem and at any other 3 penetrations. 4 7. Repairs 5 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 6 or with short length of polyethylene sheet or out open tube, wrapped around 7 fitting to cover damaged area, and secure in place. 8 8. Openings in Encasement 9 a. Provide openings for branches, service taps,blow-offs, air valves and similar 10 appurtenances by making an X-shaped cut in polyethylene and temporarily 11 folding back film. 12 b. After appurtenance is installed, tape slack securely to appurtenance and repair 13 cut, as well as other damaged area in polyethylene with tape. 14 c. Service taps may also be made directly through polyethylene, with any 15 resulting damaged areas being repaired as described above. 16 9. Junctions between Wrapped and Unwrapped Fittings 17 a. Where polyethylene-wrapped fitting joins an adjacent pipe that is not wrapped, 18 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 19 b. Secure end with circumferential turns of tape. 20 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 21 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 22 Fittings. 23 D. Blacking 24 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 25 crosses and plugs in the pipe lines as indicated in the Drawings. 26 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 27 normal to the thrust. 28 3. The supporting area for each block shall be at least as great as that indicated on the 29 Drawings and shall be sufficient to withstand the thrust, including water hammer, 30 which may develop. 31 4. Each block shall rest on a firm,undisturbed foundation or trench bottom. 32 5. If the Contractor encounters soil that appears to be different than that which was 33 used to calculate the blocking according to the Drawings,the Contractor shall 34 notify the Engineer prior to the installation of the blocking. 35 3.5 REPAf"ESTORATION 36 A. Patching 37 1. Excessive field-patching is not permitted of lining or coating. 38 2. Patching of lining or coating will be allowed where area to be repaired does not 39 exceed 100 square inches and has no dimensions greater than 12 inches. 40 3. In general, there shall not be more than I patch on either the lining or the coating of 41 any fitting. 42 4. Wherever necessary to patch the fitting: 43 a. Make patch with cement mortar as previously specified for interior joints. 44 b. Do not install patched fitting until the patch has been properly and adequately 45 cured and approved for laying by the City. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 11 11 - 13 DUCTILE IRON FITTINGS Page 13 of 13 1 c. Promptly remove rejected fittings from the site. 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [ou] SITE QUALITY CONTROL 4 A. Potable Water Mains 5 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 6 a. Clean, flush, pig, disinfect,hydrostatic test and bacteriological test the water 7 main as specified in Section 33 04 40. 8 3.8 SYSTEM STARTUP ]NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 310 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A.1.c—Restraints included in price bid 1.2.A.2.c—Restraints included in price bid 1.3—Added definitions of gland types for clarity 12/20/2012 D.Johnson 2.2.13.5—Removed unrestrained push-on and mechanical joints 2.2.13.6,7,8,and 9—Added reference to Section 33 05 10 and 33 04 10;removed material specifications for bolts,nuts and gaskets. 3.4—Requirement for all mechanical and push-on joints to be restrained 3.4.D--Corrected reference 9/20/2017 W.Norwood 2.2.B.5.a.7—Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe 17 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331E 12-1 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 1 of 8 1 SECTION 33 1112 2 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride(PVC) Pressure Pipe 4-inch through 60-inch for potable water, 7 Wastewater and reuse applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.2.a 10 2. Deleted 1.2.A.2.b 11 3. Added 1.2.A.2.c 12 4. Modified 1.3.A.4.c 13 5. Deleted 1.3.A.4.d 14 6. Modified 1.6.C.1 15 7. Modified 1.9.A.I.c 16 8. Modified 2.2.B 17 9. Modified 3.4.C.2.a 18 10. Deleted 3.7.B 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 21 Contract 22 2. Division 1 General Requirements 23 3. 33 0131 Closed Circuit Television(CCTV) Inspection 24 4. 33 04 40--Cleaning and Acceptance Testing of Water Mains 25 5. 33 05 10—Utility Trench Excavation, Embedment and Backfill 26 6. 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 27 7. 33 11 11 Ductile Iron Fittings 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Measurement 31 a. Measured horizontally along the surface from center line to center line of the 32 fitting, manhole, or appurtenance 33 2. Payment 34 a. Unit Price-The work performed and materials furnished in accordance with 35 this Item and measured as provided under"Measurement"will be paid for at 36 the unit price bid per linear foot of"PVC Water Pipe"installed for: 37 1) Various sizes CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised April 1,2013 331t 12-2 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 2 of 8 1 2) Various types of backfill 2 3 ifi L'astwed a9provide ep—NleasuremenV'will be paid for at the unit priee 4 ,'installed 5 6 c. Lump Sum Price The work performed and materials fu nished in accordance 7 with this Item and measured as provided under"Measurement"will be included 8 in the total lump sum price for: 9 a) Various sizes 10 b) Various types of backfill 11 3. The price bid shall include: 12 a. Furnishing and installing PVC Pressure Pipe with joints as specified by the 13 Drawings 14 b. Mobilization 15 c. Pavement removal 16 d. Excavation 17 e. Hauling 18 f. Disposal of excess materia] 19 g. Furnishing,placement and compaction of embedment 20 h. Furnishing,placement and compaction of backfill 21 i. Trench water stops 22 j. Thrust restraint, if required by Contract Documents 23 k. Gaskets 24 1. Clean-up 25 in. Cleaning 26 n. Disinfection 27 o. Testing 28 1.3 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. American Association of State Highway and Transportation Officials (AASHTO). 34 3. ASTM International(ASTM): 35 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) 36 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 37 b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using 38 Flexible Elastomeric Seals. 39 4. American Water Works Association (AWWA): 40 a. C600,Installation of Ductile-Iron Water Mains and their Appurtenances. 41 b. C605, Underground Installation of Polyvinyl Chloride(PVC) Pressure Pipes 42 and Fittings for Water. 43 c. C900,Polyvinyl Chloride(PVC)Pressure Pipe, and Fabricated Fittings, 4 IN 44 through+2 60 IN, for Water Transmission and Distribution. 45 , 14 4N 46 thfatigh 48 R4, CITY OF FORT WORTH WESTSIDE V-PART t -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised April 1,2013 331t 12-3 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 3 of 8 1 e. M23,PVC Pipe—Design and Installation. 2 f. M41, Ductile-Iron Pipe and Fittings. 3 5. NSF International(NSF): 4 a. 61, Drinking Water System Components—Health Effects. 5 6. Underwriters Laboratories, Inc. (UL). 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 0133 00. 9 B. All submittals shall be approved by the City prior to delivery. 10 1.6 ACTION SUBMITTALS 1 INFORMATIONAL SUBMITTALS 11 A. Product Data 12 1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains 13 or wastewater gravity mains, including: 14 a. PVC Pressure Pipe 15 b. Manufacturer 16 c. Dimension Ratio 17 d. Joint Types 18 2. Restraint, if required in Contract Documents 19 a. Retainer glands 20 b. Thrust harnesses 21 c. Any other means of restraint 22 3. Gaskets 23 B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe 24 used in the water distribution system or for a wastewater force main for 24-inch and 25 greater diameters, including: 26 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 27 Texas including: 28 a. Working pressure 29 b. Surge pressure 30 c. Deflection 31 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 32 Professional Engineer in Texas, to verify the restraint lengths shown on the 33 Drawings. 34 3. Lay schedule/drawing for 24-inch and greater diameters sealed by a Licensed 35 Professional Engineer in Texas including: 36 a. Pipe class 37 b. Joints type 38 c. Fittings 39 d. Stationing 40 e. Transitions 41 £ Joint deflection 42 C. Certificates CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised April 1,2013 1. 33 11 12-4 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 4 of 8 1 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of 2 this Section, each run of pipe furnished has met Specifications, all inspections have 3 been made and that all tests have been performed in accordance with AWWA C900 4 of AWWA A 690:5 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 A. Qualifications 9 1. Manufacturers 10 a, Finished pipe shall be the product of 1 manufacturer for each size, unless 11 otherwise approved by the City. 12 1) Change orders, specials, and field changes maybe provided by a different 13 manufacturer upon City approval. 14 b. Pipe manufacturing operations shall be performed under the control of the 15 manufacturer. 16 c. All pipe furnished shall be in conformance with AWWA C900 and AAVAYA 17 0905. 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A. Storage and Handling Requirements 20 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 21 2. Secure and maintain a location to store the material in accordance wit.b Section Of 22 6600. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2- PRODUCTS 26 2.1 OWNER-FURNISHED [oiz] OWNER-SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed in the City's Standard Products List will be 30 considered as shown in Section 0160 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 B. Pipe 35 1. Pipe shall be in accordance with AWWA C900 of A V T A rsnnc 36 2, PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 37 3. Pressure Pipe shall be approved by the UL. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised April 1,2013 33 It 12-5 POLYVINYL CHLORIDE(FVC)PRESSURE PIPE Page 5 of 8 1 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 2 necessary to comply with the Drawings. 3 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a 4 cell classification of 12454. Outside diameters must be equal to those of cast iron 5 and ductile iron pipes. 6 6. As a minimum the following Dimension Ratio's apply: 7 Diameter Min Pressure Class inch (psi) 4 through 12 DR 14 16 through 24 DR 18 8 7. Pipe Markings 9 a. Meet the minimum requirements of AWWA C900 of "■VVLn rnnc Minimum 10 pipe markings shall be as follows: I 1 1) Manufacturer's Name or Trademark and production record 12 2) Nominal pipe size 13 3) Dimension Ratio I4 4) AWWA C900 of AVP"rsx r n G905 15 5) Seal of testing agency that verified the suitability of the pipe 16 C. Pressure and Deflection Design 17 1. Pipe design shall be based on trench conditions and design pressure class specified 18 in the Drawings. Pipe shall be designed according to the methods indicated in 19 AWWA M23 for trench construction,using the following parameters: 20 a. Unit Weight of Fill(w)= 130 pcf 21 b. Live Load=AASHTO HS 20 22 c. Trench Depth= 12 feet minimum, or as indicated in Drawings 23 d. Maximum E' = 1,000 max 24 e. Deflection Lag Factor= 1.0 25 £ Working Pressure(Pa,) = 150 psi 26 g. Surge Allowance(Ps)= 100 psi minimum 27 h. Test Pressure= 28 1) No less than 1.25 times the stated working pressure(187 psi minimum) of 29 the pipeline measured at the highest elevation along the test section. 30 2) No less than 1.5 times the stated working pressure(225 psi minimum) at 31 the lowest elevation of the test section. 32 i. Maximum Calculated Deflection= 3 percent 33 j. Restrained Joint Safety Factor(SF)= 1.5 34 k. Maximum Joint Deflection= 50 percent of the manufacturer's 35 recommendations. 36 2. Verify trench depths after existing utilities are located. 37 a. Accommodate vertical alignment changes required because of existing utility or 38 other conflicts by an appropriate change in pipe design depth. 39 b. In no case shall pipe be installed deeper than its design allows. 40 3. Provisions for Thrust 41 a. Thrusts at bends, tees,plugs or other fittings shall be mechanically restrained 42 joints when required by the Drawings. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised April 1,2013 33 11 12-6 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page of8 1 b. No thrust restraint contribution shall be allowed for the restrained length of 2 pipe within the casing. 3 c. Restrained joints, where required, shall be used for a sufficient distance from 4 each side of the bend, tee,plug,valve, or other fitting to resist thrust which will 5 be developed at the design pressure of the pipe. For the purpose of thrust the 6 following Shall apply: 7 1) Calculate valves as dead ends. 8 2) Design pressure shall be greater than the pressure class of the pipe or the 9 internal pressure(Pi),whichever is greater. 1.0 3) Restrained joints shall consist of approved mechanical restrained or push- ]] on restrained joints as Iisted in the City's Standard Products List as shown 12 in Section 01 60 00. 13 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. 14 d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 15 resist thrust in accordance with the Drawings and the following: 16 1) Calculate the weight of the earth(We) as the weight of the projected soil 17 prism above the pipe, for unsaturated soil conditions. 18 2) Soil density— 115 pcf(maximum value to be used), for unsaturated soil 19 conditions 20 3) In locations where ground water is encountered, reduce the soil density to 21 its buoyant weight for the backfill below the water table. 22 a) Reduce the coefficient of friction to 0.25. 23 4. Joints 24 a. Joints shall be gasket, bell and spigot and push-on type conforming to ASTM 25 D3139. 26 b. Since each pipe manufacturer has a different design for push-on joints, gaskets 27 shall be part of a complete pipe section and purchased as such. 28 c. Lubricant must be non-toxic and NSF approved for potable water applications. 29 d. Push-On Restrained Joints shall only be as approved in the Standard Products 30 List in Section 01 60 00. 31 5. Detectable Markers 32 a. Provide detectable markers in accordance with Section 33 05 26. 33 2.3 ACCESSORIES [NOT USED] 34 2.4 SOURCE QUALITY CONTROL [NOT USED] 35 PART 3 - EXECUTION 36 3.1 INSTALLERS [NOT USED] 37 3.2 EXAMINATION [NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 INSTALLATION 40 A. General CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUMON SPECIFICATION DOCUMENTS City Project No. 100378 Revised April 1,2013 331112-7 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 7 of 8 1 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 2 AWWA C600,AWWA C605, AWWA M23 and in accordance with the pipe 3 manufacturer's recommendations. 4 2. Lay pipe to the lines and grades as indicated in the Drawings. 5 3. Excavate and backfill trenches in accordance with Section 33 05 10. 6 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 7 5. For installation of carrier pipe within casing, see Section 33 05 24. 8 B. Pipe Handling 9 1. Haul and distribute pipe and fittings at the project site. 10 2. Handle piping with care to avoid damage. 11 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 12 lowering into the trench. 13 b. Use only nylon ropes, slings or other lifting devices that will not damage the 14 surface of the pipe for handling the pipe. 15 3. At the close of each operating day: 16 a. Keep the pipe clean and free of debris, dirt, animals and trash---during and after 17 the laying operation. 18 b. Effectively seal the open end of the pipe using a gasketed night cap. 19 C. Joint Making 20 1. Mechanical Joints 21 a. In accordance with Section 33 11 11. 22 2. Push-on Joints 23 a. Install Push-On joints as defined in AWWA C900 rid AWWA n G905 24 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 25 c. Place the gasket in the bell in the position prescribed by the manufacturer. 26 d. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 27 gasket and the outside of the spigot prior to entering the spigot into the bell. 28 e. When using a field cut plain end piece of pipe, refinish the field cut to conform 29 to AWWA C605. 30 3. Joint Deflection 31 a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines 32 and grades shown in the Drawings. 33 b. Joint deflection shall not exceed 50 percent of the manufacturer's 34 recommendation. 35 D. Detectable Metallic Tape Installation 36 1. See Section 33 05 26. 37 3.5 REPA RESTORATION [NOT USED] 38 3.6 RE-INSTALLATION jNOT USED] 39 3.7 FIELD [oR] SITE QUALITY CONTROL 40 A. Potable Water Mains 41 1. Cleaning, disinfection,hydrostatic testing, and bacteriological testing of water 42 mains: CITY OF PORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised April 1,20I3 33 11 12-8 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 8 of 8 1 a. Clean, flush,pig, disinfect, hydrostatic test and bacteriological test the water 2 main as specified in Section 33 04 40. 3 B. Wastewa*r Lines 4 5 a. Provide a Post-CCTV Inspeetioti in aeeofdanee with Seetion 33 04 347 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 313 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.1 and 3.4.0.3—revised maximum joint deflection requirements 12/20/2012 D.Johnson 3 A.C.1—Added reference to Ductile Iron Fittings 3.4.D—Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch Change Section 2.2 B. 5, from"The pipe material shall be PVC,meeting the requirements of ASTM D1784,with a cell classification of 12454-B." to 4/1/2013 F. Griffin "The pipe material shall be PVC,meeting the requirements of ASTM D1784,with a cell classification of 12454". 15 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUC'lON SPECIFICATION DOCUMENTS City Project No. 100378 Revised April 1,2013 33 12 20-l RESILIENT SEATED(WEDGE)GATE VALVE Page 1 of 10 1 SECTION 33 12 20 2 RESILIENT SEATED(WEDGE) GATE VALVE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Resilient Seated(Wedge) Gate Valves 4-inch through 48-inch for use with potable 7 water mains 8 a. 24-inch and larger valves may require an integral bypass 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Modified 1.2.A.1.b.1 11 2. Added 1.2.A.I.b.2 12 3. Modified 1.2.A.2.b.1 13 4. Added 1.2.A.2.b.2 I4 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0--Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1 --General Requirements 18 3. Section 33 11 05 Bolts,Nuts,and Gaskets 19 4. Section 33 11 10—Ductile Iron Pipe 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Gate Valve 23 a. Measurement 24 1) Measurement for this Item shall be per each. 25 b. Payment 26 1) Unit Price-The work performed and the materials furnished in accordance 27 with this Item shall be paid for at the unit price bid per each"Gate Valve" 28 installed for: 29 a) Various sizes 30 2) Lump Sum Price-The work performed and materials fin-nished in 31 accordance with this Item for various sizes and measured as provided under 32 "Measurement"shall be included in the total lump sum price. 33 c. The price bid shall include: 34 1) Furnishing and installing Gate Valves with connections as specified in the 35 Drawings 36 2) Valve box 37 3) Extension 38 4) Extensions for valves in vaults 39 5) Valve vault and appurtenances (for 16-inch and larger gate valves) 40 6) Petrolatum tape for connections to steel flanges CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 24,2012 33 1220-2 RESILIENT SEATED(WEDGE)GATE VALVE Page 2 of 10 1 7) 2-inch risers (for 16-inch and larger gate valves) 2 8) Isolation kits when installed with flanged connections 3 9) Polyethylene encasement 4 10) Pavement removal 5 11) Excavation 6 12) Hauling 7 13) Disposal of excess material 8 14) Furnishing, placement and compaction of embedment 9 15) Furnishing,placement and compaction of backfill 10 16) Clean-up 11 17) Cleaning 12 18) Disinfection 13 19) Testing 14 2. Cut-in Gate Valve 15 a. Measurement 16 1) Measurement for this Item shall be per each. 17 b. Payment 18 1) Unit Price- The work performed and the materials furnished in accordance 19 with this Item shall be paid for at the unit price bid per each"Cut-in Gate 20 Valve"installed for: 21 a) Various sizes 22 2) Lump Sum Price- The work performed and materials furnished in 23 accordance with this Item for various sizes and measured as provided under 24 "Measurement"shall be included in the total lump sum price. 25 c. The price bid shall include: 26 1) Furnishing and installing Gate Valves with connections as specified in the 27 Drawings 28 2) System dewatering 29 3) Connections to existing pipe materials 30 4) Valve box 31 5) Extension 32 6) Extensions for valves in vaults 33 7) Valve vault and appurtenances (for 16-inch and larger gate valves) 34 8) Petrolatum tape for connections to steel flanges 35 9) 2-inch risers (for 16-inch and larger gate valves) 36 10) Isolation kits when installed with flanged connections 37 11) Valve vault and appurtenances (for 16-inch and larger gate valves) 38 12) Polyethylene encasement 39 13) Pavement removal 40 14) Excavation 41 15) Hauling 42 16) Disposal of excess material 43 17) Furnishing,placement and compaction of embedment 44 18) Furnishing,placement and compaction of backfill 45 19) Clean-up 46 20) Cleaning 47 21) Disinfection 48 22) Testing CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331220-3 RESILIENT SEATED(WEDGE)GATE VALVE Page 3 of 10 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. NRS Non Rising Stem 4 2. OS&Y--Outside Screw and Yoke 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification,unless a date is specifically cited. 9 2. American Association of State Highway and Transportation Officials (AASHTO). 10 3. American Society of Mechanical Engineers (ASME): 11 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125,and 250). 12 4. American Iron and Steel Institute(AISI). 13 5. ASTM International(ASTM): 14 a. A48, Standard Specification for Gray Iron Castings. 15 b. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 16 c. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 17 Tensile Strength. 18 d. A536, Standard Specification for Ductile Iron Castings. 19 e. B 117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 20 f. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 21 Steel. 22 6. American Water Works Association (AWWA): 23 a. C509, Resilient-Seated Gate Valves for Water Supply Service. 24 b. C515,Reduced-Wall,Resilient-Seated Gate Valves for Water Supply Service. 25 c. C550, Protective Interior Coatings for Valves and Hydrants. 26 d. C900, Polyvinyl Chloride(PVC) Pressure Pipe and Fabricated Fittings,4 IN 27 through 12 IN, for Water Transmission and Distribution. 28 7. American Water Works Association/American National Standards Institute 29 (AWWA/ANSI): 30 a. C105/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 31 b. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 32 Fittings. 33 c. CI 15/A21.15,Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron 34 Threaded Flanges. 35 8. NSP' International(NSF): 36 a. 61,Drinking Water System Components -HeaIth Effects. 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS 39 A. Submittals shall be in accordance with Section 01 33 00. 40 B. All submittals shall be approved by the City prior to delivery. 41 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 42 A. Product Data CITY OF FORT WORTH WESTSiDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1220-4 RESILIENT SEATED(WEDGE)GATE VALVE Page 4 of 10 1 1. Resilient Seated(Wedge) Gate Valve noting the pressure rating and coating system 2 supplied, including: 3 a. Dimensions, weights, material list, and detailed drawings 4 b. Joint type 5 c. Maximum torque recommended by the manufacturer for the valve size 6 2. Polyethylene encasement and tape 7 a. Whether the film is linear low density or high density cross linked polyethylene 8 b. The thickness of the film provided 9 3. Thrust Restraint, if required by contract Documents 10 a. Retainer glands 11 b. Thrust harnesses 12 c. Any other means 13 4. Instructions for field repair of fusion bonded epoxy coating 14 5. Gaskets 15 B. Certificates 16 1. Furnish an affidavit certifying that all Resilient Seated(Wedge)Gate Valves meet 17 the provisions of this Section, each valve meets Specifications, all inspections have 18 been made and that all tests have been performed in accordance with AWWA C509 19 or AWWA C515. 20 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 21 3. Furnish affidavit that Resilient Seated(Wedge) Gate Valve manufacturer has five 22 years experience manufacturing Resilient Seated Gate Valves of similar service and 23 size with experience record. 24 4. Furnish affidavit that Resilient Seated(Wedge) Gate Valve manufacturer owns or 25 controls any foreign factory/foundry that supplies valve casings and can certify that 26 the Resilient Seated(Wedge)Gate Valve manufacturer is in control of quality 27 control at the foreign factory/foundry. 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE 31 A. Qualifications 32 1. Manufacturers 33 a. Valves 16-inch and larger shall be the product of 1 manufacturer for each 34 project. 35 1) Change orders, specials and field changes may be provided by a different 36 manufacturer upon City approval. 37 b. For valves less than 16-inch,valves of each size shall be the product of 1 38 manufacturer, unless approved by the City. 39 1) Change orders, specials and field changes may be provided by a different 40 manufacturer upon City approval. 41 c. Valves shall meet or exceed AWWA C509 or AWWA C515. 42 d. For valves equipped with a bypass,the bypass valve must be of the same 43 manufacturer as the main valve. 44 e. Resilient Seated Gate Valves shall be new. CITY OF FORT WORTH W ESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331220-5 RESILIENT SEATED(WEDGE)GATE VALVE Page 5 of 10 I f. Resilient Seated Gate Valve Manufacturer shall not have less than 5 years of 2 successful experience manufacturing of Resilient Seated Gate Valves of similar 3 service and size, and indicated or demonstrate an experience record that is 4 satisfactory to the Engineer and City. This experience record will be thoroughly 5 investigated by the Engineer, and acceptance will be at the sole discretion of the 6 Engineer and City. 7 g. Casings for Resilient Seated Gate Valve, such as valve body, wedge, and 8 bypass; that are not manufactured within the United States of America, shall be 9 manufactured by factories/foundries that are owned or controlled(partial 10 ownership) such that the Resilient Seated Gate Valve Manufacturer can control I I and guarantee quality at the foreign factory/foundry. 12 1.10 DELIVERY, STORAGE,AND HANDLING 13 A. Storage and Handling Requirements 14 1. Protect all parts so that no damage or deterioration will occur during a prolonged 15 delay from the time of shipment until installation is completed and the units and 16 equipment are ready for operation. 17 2. Protect all equipment and parts against any damage during a prolonged period at the 18 site. 19 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 20 strongly built and securely bolted thereto. 21 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 22 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 23 extremes in temperature. 24 6. Secure and maintain a location to store the material in accordance with Section 01 25 6600. 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 A. Manufacturer Warranty 29 1. Manufacturer's Warranty shall be in accordance with Division 1. 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed on the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. 37 2. Any product that is not listed on the Standard Products List is considered a 38 substitution and shall be submitted in accordance with Section 0125 00. 39 B. Description CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331220-6 RESILIENT SEATED(WEDGE)GATE VALVE Page 6 of 10 1 1. Regulatory Requirements 2 a. Valves shall be new and meet or exceed AWWA C509 or AWWA C515 and 3 shall meet or exceed the requirements of this Specification. 4 b. All valve components in contact with potable water shall conform to the 5 requirements of NSF 61. 6 C. Materials 7 1. Valve Body 8 a. Valve body: ductile iron per ASTM A536 9 b. Flanged ends: Furnish in accordance with AWWAIANSI C 1151A21.15. 10 c. Mechanical Joints: Furnish with outlets which conform to AWWA/ANSI I1 C111/A21.11. 12 d. Valve interior and exterior surfaces: fusion bonded epoxy coated,minimum 5 13 mils, meeting AWWA C550 requirements 14 c. Buried valves: Provide with polyethylene encasement in accordance with 15 AWWAIANSI C105/A21.5. 16 1) Polyethylene encasement: Furnish in accordance with Section 33 11 10, 17 2. Wedge(Gate) 18 a. Resilient wedge: rated at 250 psig cold water working pressure 19 b. The wedge(gate) for all valve sizes shall be 1 piece, fully encapsulated with a 20 permanently bonded EPDM tubber. 21 3. Bypass 22 a. For gate valves using a double roller, track and scrapper system, an integrally 23 cast bypass on the body of the valve is required 24 1) Orient the bypass on the same side of the gate valve as the spur gear to 25 allow operation of both valves from the manhole opening. 26 2) The bypass shall be a minimum 4-inch in size. 27 4. Gate Valve Bolts and Nuts 28 a. Bonnet, Stuffing Box and Gear Box -Hex head bolt, and hex nut: Steel ASTM 29 A307 Gr. B,Zinc Plate per ASTM B633, SC3 for non-buried service (4-inch 30 through 12-inch valves) or as specified in 2.2.C.4.b. 31 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 32 sizes) and for valves 16-inch through 36-inch(non-buried service) 33 5. Bolts and Nuts 34 a. Mechanical Joints 35 a) Provide bolts and nuts in accordance with Section 33 11 05. 36 b. Flanged Ends 37 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 38 material. 39 2) Provide bolts and nuts in accordance with Section 33 11 05. 40 3) Flanged isolation kits shall be provided when connecting to buried steel or 41 concrete pressure pipe. Kits shall conform to Section 33 04 10. 42 6. Joints 43 a. Valves: flanged, or mechanical-joint or any combination of these as specified 44 on the Drawings or in the project Specifications 45 1) Flanged joints: AWWA/ANSI C115/A21.15,ASME B16.1, Class 125 46 a) Flange bolt circles and bolt holes shall match those of ASME B16.1, 47 Class 125. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 1220-7 RESILIENT SEATED(WEDGE)GATE VALVE Page 7 of 10 1 b) Field fabricated flanges are prohibited. 2 2) Steel or concrete pressure pipe 3 a) Use flange joints unless otherwise specified in the Contract 4 Documents. 5 3) Ductile Iron or PVC pressure pipe 6 a) Use mechanical joints with mechanically restrained retainer glands 7 unless otherwise specified in the Contract Documents. 8 7. Operating Nuts 9 a. Supply for buried service valves 10 b. 1-15116-inch square at the top, 2-inch at the base, and 1-3/4-inch high 11 c. Cast an arrow showing the direction of opening with the word"OPEN" on the I2 operating nut base. 13 d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) 14 direction. Nut shall be painted red per AWWA specifications 15 e. Connect the operating nut to the shaft with a shear pin that prevents the nut 16 from transferring torque to that shaft or the gear box that exceeds the 17 manufacturer's recommended torque. 18 f. Furnish handwheel operators for non-buried service, or when shown in the 19 Drawings. 20 8. Gearing 21 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 22 b. Bevel gears for horizontally mounted valves are not allowed. 23 c. The spur gear shall be designed and supplied by the manufacturer of the valve 24 as an integral part of the gate valve. 25 9. Gaskets 26 a. Provide gaskets in accordance with Section 33 11 05. 27 2.3 ACCESSORIES 28 A. All gate valves shall have the following accessories provided as part of the gate valve 29 installation: 30 1. A keyed solid extension stem of sufficient Iength to bring the operating nut up to 31 within 1 foot of the surface of the ground,when the operating nut on the gate valve 32 is 3 feet or more beneath the surface of the ground. Extension Stems are: 33 a. Not required on City stock orders 34 b. Not to be bolted or attached to the valve-operating nut 35 c. To be of cold rolled steel with a cross-sectional area of 1 square inch, fitting 36 loosely enough to allow deflection 37 2. Furnish joint components such as gaskets, glands, lubricant, bolts, and nuts in 38 sufficient quantity for assembly of each joint. 39 3. Cast Iron Valve Boxes: provide for buried service gate valves, cast iron valve 40 boxes and covers 41 a. Each valve box for 4-inch through 12-inch valves shall be 2-piece, 5 '/4-inch 42 shafts, screw type, consisting of a top section and a bottom section. 43 b. Valve boxes shall be as listed in the City of Fort Worth Standard Products List 44 in attached in Section 01 60 00. 45 c. Valve box covers shall be so designed that they can be easily removed to 46 provide access to valve operating nut. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 331220-8 RESILIENT SEATED(WEDGE)GATE VALVE Pages of 10 1 d. Valve box covers must be designed to stay in position and resist damage under 2 AASHTO HS 20 traffic loads. 3 e. Each cover shall be casted with the word"WATER"or"RECLAIMED" in 4 raised letters on the upper surface. 5 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 35B. 6 1) Valve box corners shall be round for potable water applications and square 7 for reclaimed water applications. 8 g. Box extension material shall be AWWA C900 PVC or ductile iron. 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General 16 1. All valves shall be installed in vertical position when utilized in normal pipeline 17 installation. 18 2. Valves shall be placed at line and grade as indicated on the Drawings. 19 3. Polyethylene encasement installation shall be in accordance with Section 33 11 10. 20 3.5 REPAIR/RESTORATION [NOT USED] 21 3.6 RE-INSTALLATION [NOT USED] 22 3.7 FIELD LoR] SITE QUALITY CONTROL 23 A. Field Inspections 24 1. Before acceptance of the installed valve, the City Field Operations Staff shall have 25 the opportunity to operate the valve. 26 2. The City shall be given the opportunity to inspect ail buried flanges before they are 27 covered. 28 3. The Operator will be assessing the ease of access to the operating nut within the 29 valve box and ease of operating the valve from a fully closed to fully opened 30 position. 31 4. If access and operation of the valve meet the City's criteria, then the valve will be 32 accepted as installed. 33 B. Non-Conforming Work 34 1. If access and operation of the valve or its appurtenances does not meet the City's 35 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 36 the Contractor's expense. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 331220-9 RESILIENT SEATED(WEDGE)GATE VALVE Page 9 of 10 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 310 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 313 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1220-10 RESILIENT SEATED(WEDGE)GATE VALVE Page 10 of 10 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 1.LA—Modified acceptable size range and added requirement for bypass in 30-inch gate valves,Blue text added for exceptions 1.2 Measurement and Payment—Added Cut-In Gate Valve 1.2.A.l.c and 1.2.A.2.c—added additional items to be included in price bid I.6.A--removed requirement for product data for bolts and nuts because it is to be included under Section 33 11 05. 12/20/2012 D.Johnson 1.9.A.1 —Added requirement for bypass valve manufacturing 2.2.C.—Added requirement for 30-inch gate valves to have a bypass and bypass material requirements;Added reference to Section 33 1105 and removed material specification for bolts,nuts and gaskets;Added requirement for flanged isolation kits;Added restraint requirements for mechanical joint connections with ductile iron or PVC pressure pipe. 2.3.3—Modified acceptable cast iron from Class 40 to Class 3513,Added requirements for reclaimed water applications 1.1.A.2 Revision-Gate valves larger than 24-inches may be approved by the City on a case-by-case basis 1.6.B.3 Added Section.Requires Affidavit for 5 years of experience in manufacturing RS Gate valves of similar size and type. I.6.B.4 Added Section—Requires Affidavit on Gate Valve manufacturers ownership 6/24/2014 D.Townsend in foreign factories/foundries providing components to certify on-site quality control. 19.A.J.f Added Section. Requirement for 5 years of experience in manufacturing S Gate valves of similar size and type. 1.9.A.1.g Added Section.Requirement for Gate Valve manufacturers ownership(or control) in foreign factories/foundries providing components to certify on-site quality control 1.1.A.1 Revised maximum allowable Resilient Seated(Wedge)Gate Valve from 30-inch to 48-inch 1.LA.La Revised minimum size gate valve requiring bypass from 30-inch to 24- inch. 5/6/2015 D.Townsend 2.2.C.3.Changed requirement for an integrally cast bypass from 30-inch and above resilient seated gate valves to all double roller,track and scrapper system resilient seated gate valves 2.2.C.3.2 Added the minimum size bypass shall he 4-inches. 2.2.C.7.d Added that nut shall be painted red per AWWA specifications 3 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221 -1 AWWA Rubbcr-Seated Butterfly Valves Page 1 of 11 1 SECTION 33 12 21 2 AWWA RUBBER-SEATED BUTTERFLY VALVES 3 PART 1 - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. AWWA Rubber-Seated Butterfly Valves 243$--inch through 72-inch for 7 transmission, distribution system and plant applications (buried or above ground 8 installation) as specified herein and shown on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Modified 1.1.A.1 11 2. Added 1.1.C.5 12 3. Modified 1.2A.2.a 13 4. Added 1.2.A.2.b 14 5. Modified 2.2.A 15 6, Added 2.2.C.10.b 16 7. Modified 2.3.A.2 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 —General Requirements 20 3. Section 03 30 00—Cast-In-Place Concrete 21 4. Section 33 04 10 Joint Bonding and Electrical Isolation 22 5. Section 33 09 10—Control Valve Actuator 23 6. Section 33 05 16—Concrete Water Vaults 24 7, Section 33 11 05—Bolts,Nuts, and Gaskets 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. Measurement for this Item shall be per each. 29 2. Payment 30 a. Unit Price-The work performed and materials furnished in accordance with 31 this Item and measured as provided under-"Measurement"will be paid for at 32 the unit price bid per each"AWWA Butterfly Valve"installed for: 33 1) Various sizes 34 b. Lump Sum Price-The work performed and materials furnished in accordance 35 with this Item and measured as provided under"Measurement"will be included 36 in the total lump sum price for: 37 1) Various sizes 38 3. The price bid shall include: 39 a. Furnishing and installing AWWA Butterfly Valves as specified in the Drawings CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 1221-2 AWWA Rubber-Seated Butterfly Valves Page 2 of I I 1 b. AWWA Butterfly Valve vault and appurtenances 2 c. Pavement removal 3 d. Excavation 4 e. Hauling 5 £ Disposal of excess material 6 g. Furnishing,placing and compaction of embedment 7 h. Furnishing,placing and compaction of backfill 8 i. Clean-up 9 j. Cleaning 10 k. Disinfection 11 1. Testing 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. American National Standards Institute(ANSI): 18 a. BLL, Unified Inch Screw Thread Series 19 3. American Society of Mechanical Engineers (ASME): 20 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 21 4, ASTM International (ASTM): 22 a. A36, Standard Specification for Carbon Structural Steel. 23 b. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 24 c. A536, Standard Specification for Ductile Iron Castings. 25 d. B117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 26 5. American Water Works Association/American National Standards Institute 27 (AWWA/ANSI): 28 a. CI l l/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 29 Fittings. 30 6. American Water Works Association(AWWA): 31 a. C504, Rubber-Seated Butterfly Valves. 32 b. C550,Protective Interior Coatings for Valves and Hydrants. 33 7. NSF International(NSF): 34 a. 61, Drinking Water System.Components -Health Effects. 35 8. Society for Protective Coatings/NACE International (SSPC/NACE): 36 a. SP 10/NACE No. 2,Near-White Blast Cleaning. 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS 39 A. Submittals shall be in accordance with Section 0133 00. 40 B. All submittals shall be approved by the City prior to delivery. 41 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 42 A. Product Data 43 1. Rubber-Seated Butterfly Valves stating: CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221-3 AWWA Rubber-Seated Butterfly Valves Page 3 of 11 1 a. Material 2 b. Valve and Actuator Coating System 3 c. Working pressure rating 4 d. Test pressure rating 5 e. Valve classification 6 f. Valve Seat Type and bonding method to disc or body 7 g. Valve-port diameter 8 h. Valve Torque required 9 i. Actuator Type and maximum torque 10 j. Total net assembled weight 11 k. Valve operator and extension stents 12 1. Opening direction 13 2. Confirm valve seat type for specific project application with the City prior to 14 ordering Rubber-Seated Butterfly Valve. 15 B. Shop Drawings I6 1. For below grade applications: 17 a. Cast-in-place concrete vault in accordance with shop drawing requirements set 18 forth in Section 03 30 00. 19 b. Vault appurtenances in accordance with shop drawing requirements set forth in 20 Section 33 05 16. 21 C. Certifications 22 1. Furnish an affidavit certifying that all AWWA Rubber-Seated Butterfly Valves 23 meet the provisions of this Specification and have been hydrostatically tested at the 24 factory and meet the requirements of AWWA C504. 25 2. Furnish an affidavit certifying that the coating for all AWWA Rubber-Seated 26 Butterfly Valves meets the provisions of this Specification and meets the 27 requirements of AWWA C504. 28 3. Furnish affidavit that AWWA Rubber-Seated Butterfly Valve manufacturer owns 29 or controls any foreign factory/foundry that supplies valve casings and can certify 30 that the Resilient Seated(Wedge) Gate Valve manufacturer is in control of quality 31 control at the foreign factory/foundry. 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS 34 A. Operation and Maintenance Manual 35 1. Furnish Operation and Maintenance Manual in accordance with Division 1. 36 1.9 QUALITY ASSURANCE 37 A. Qualifications 38 1. Manufacturers 39 a. Rubber-Seated Butterfly Valves and manual actuators of the same size shall be 40 the product of 1 manufacturer for each project. 41 1) Change orders, specials and field changes maybe provided by a different 42 manufacturer upon City approval. 43 b. Rubber-Seated Butterfly Valves shall be in conformance with AWWA C504. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00378 Revised December 20,2012 33 1221-4 AWWA Rubber-Seated Butterfly Valves Page 4 of 1 1 1 c. Casings for Rubber-Seated Butterfly Valves; that are not manufactured within 2 the United States of America, shall be manufactured by factories/foundries that 3 are owned or controlled(partial ownership)such that the Rubber-Seated 4 Butterfly Valve Manufacturer can control and guarantee quality at the foreign 5 factory/foundry. 6 d. Worm-gear type actuator meeting the requirements of this specification shall be 7 8 1) Rotork Gears IW Series AWWA C504 &C5PV-3 Quarter-turn Worm Gear 9 Operator, 10 2) AUWA GS Part-Turn Gearbox, 11 3) Lirnitorque HBC Worm Gearbox series 12 4) EIM WO series for non-burier applications or WB series for direct-buried 13 applications 14 5) Or Engineer approved equal 15 2. The AWWA Rubber-Seated Butterfly Valve shall be the product of a manufacturer 16 regularly engaged in the manufacturing of AWWA Rubber-Seated Butterfly Valves 17 having similar service and size. 18 3. Unit Responsibility 19 a. All equipment specified under this Section is to be furnished by the valve 20 manufacturer who shall be responsible for the adequacy and compatibility of all 21 unit components including, but not limited to,the valve, actuator and extension 22 stems. 23 b. Any component of each complete unit not provided by the valve manufacturer 24 shall be designed, fabricated, tested and installed by factory-authorized 25 representatives experienced in the design and manufacture of the equipment. 26 1) This includes, but is not limited to, coordination of the torque required to 27 properly operate the valve. 28 2) This does not relieve the Contractor of the overall responsibility for this 29 portion of the work. 30 1.10 DELIVERY,STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Protect all parts such that no damage or deterioration will occur during a prolonged 33 delay from the time of shipment until installation is completed and the units and 34 equipment are ready for operation. 35 2. Protect all equipment and parts against any damage during a prolonged period at the 36 site. 37 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 38 strongly built and securely bolted thereto. 39 4, Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 40 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 41 extremes in temperature. 42 6. Secure and maintain a location to store the material in accordance with Section 01 43 6600. CITY OF TORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221-5 AWWA Rubber-Seated Butterfly Valves Page 5 of l 1 1 1.11 FIELD [SITE] CONDITIONS jNOT USED] 2 1.12 WARRANTY 3 A. Manufacturer Warranty 4 1. Manufacturer's Warn my shall be in accordance with Division 1. 5 PART 2 - PRODUCTS 6 2.1 OWNER-FURNISHED lox] OWNER-SUPPLIED PRODUCTS [NOT USED] 7 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 8 A. Manufacturers 9 1. Only the manufacturers as listed on the City's Standard Products List will be 10 considered as shown in Section 01 60 00. 11 a. The manufacturer must comply with this Specification and related sections. 12 2. Any product that is not listed on the Standard Product List or listed in this 13 specification is considered a substitution and shall be submitted in accordance with 14 Section 0125 00. 15 3. Manufacturer must meet valve seat requirements. 16 B. Description 17 1. Regulatory Requirements 18 a. AWWA Rubber-Seated Butterfly Valves shall be new and meet or exceed the 19 latest revisions of AWWA C504 and shall meet or exceed the requirements of 20 this ,Specification. 21 b. All AWWA Rubber-Seated Butterfly Valve components in contact with potable 22 water shall conform to the requirements of NSF 61. 23 C. Materials 24 1. Valve Body 25 a. Valve bodies shall be of ductile iron per ASTM A536 Grade 65-45-12 or 26 fabricated steel ASTM A36. 27 b. Valve bodies shall be short body type. 28 2. .faints 29 a. Flange end valves shall be: 30 1) Class 125 Standard flanged ends faced 31 2) Drilled per ASME B16.1 standard for cast iron flanges 32 3) Flanges shall be designed for the test pressure of the valve. 33 b. Mechanical joint end valves shall meet the requirements of AWWAIANSI 34 C1 I I/A21.11. 35 c. Flanged ends shall be used with,Steel or Concrete Cylinder pipe unless 36 otherwise noted in the Contract Documents. 37 1) Flange isolation kits shall be provided in accordance with Section 33 04 10. 38 d. FIanged ends shall be provided unless otherwise noted in the Contract 39 Documents. 40 3. Bolts and Nuts 41 a. Flanged Ends CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 1221 -6 AWWA Rubber-Seated Butterfly Valves Page 6 of 11 1 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 2 material 3 2) Provide bolts and nuts in accordance with Section 33 11 05. 4 b. Tapped Bolts 5 1) Butterfly Valve manufacturer to provide tapped bolts with ANSI 131.1 UNC 6 thread. 7 4. Gaskets 8 1) Provide gaskets in accordance with Section 33 11 05. 9 5. Discs 10 a. Discs shall be ductile iron ASTM A536 Grade or fabricated steel ASTM A36. 11 1) Disc and shaft connection shall be made with tapered pins of either monel 12 or stainless steel 13 6. Valve Shaft 14 a. Valve shaft shall be: 15 1) Type 304 stainless steel or equal 16 2) 1-piece unit or stub-shaft type 17 a) Stub shaft shall be inserted into the valve disc hubs for distance of 1 t/2 18 times shaft diameter 19 3) Minimum diameter per AWWA C504 20 4) Horizontal orientation 21 7. Shaft Seals 22 a. Valve shaft seals shall be self-compensating V-type packing with a minimum 23 of 4 sealing rings. 24 b. Design shall allow adjustment or replacement without removing the valve shaft. 25 8. Valve Bearings 26 a. Valve shaft bearings shall be non-metallic and permanently lubricated. 27 9, Valve Seat 28 a. Seats on Body(for transmission projects only) 29 1) The seat shall be a Buna-N or EPDM for water and shall be molded in and 30 bonded to the valve body. 31 2) Provide a 360 degree continuous,uninterrupted seating surface. 32 3) Field adjustable around the full 360 degrees circumference and replaceable 33 without dismantling the actuator, disc or shaft and without removing the 34 valve from the line. 35 4) The seat shall be retained in the valve body by mechanical means without 36 retaining rings, segments, screws or hardware of any kind in the flow 37 stream. 38 5) The seat shall contain an integral shaft seal protecting the valve bearings 39 and packing from any line debris. 40 6) Rubber seats shall be field adjustable and replaceable. 41 b. Seats on Disc(for transmission or water facility) 42 1) The seat shall be a Buna-N or EPDM for water and shall be molded in and 43 bonded to the disc. 44 2) Resilient seats shall be located on the valve disc and shall provide a 360 45 degree continuous, uninterrupted seating surface. 46 3) Seats shall be mechanically retained with a stainless steel retaining ring and 47 stainless steel cap screws which shall pass through both the resilient seat 48 and the retaining ring. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221 -7 AWWA Rubber-Seated Butterfly Valves Page 7 of I I 1 4) The resilient seat's mating surface shall be to a 360 degree continuous 2 uninterrupted stainless steel body seat ring. 3 5) Rubber seats shall be field adjustable and replaceable. 4 10. Performance/Design Criteria 5 a. Valve Classification shall be Class 250B 6 b. Provide 24-inch butterfly valve suitable for modulating service in accordance 7 with Section 33 09 10. 8 D. Finishes 9 1. Unless otherwise specified in the Contract Documents, exterior and interior metallic 10 surfaces of each valve shall be shop fusion bonded epoxy coated meeting per the I 1 latest revision ofAWWA C550. 12 2. Painting and Coatings 13 a. All surfaces of the valve shall be clean, dry and free from grease before 14 applying paint or coating. 15 b. The valve interior and exterior surfaces, except for the seating surfaces, shall be 16 provided with the manufacturer's standard coating or as specified in the 17 Contract Documents. 18 c. All internal exposed surfaces that are susceptible to corrosion shall be coated 19 with a Polymide cured, rust inhibiting epoxy. 20 d. Surfaces to be coated shall be prepared and sand-blasted per SSPC SP 21 10/NACE No. 2. 22 e. Final coating thickness shall be 16 mils minimum. 23 f All surfaces shall be inspected for proper dry film thickness using a magnetic 24 dry film thickness gauge. 25 g. Tests for invisible holidays shall be conducted using a low voltage,wet sponge 26 holiday or leak detector. 27 E. Marking for Identification 28 1. For each Rubber-Seated Butterfly Valve, clearly mark with the following 29 information: 30 a. Valve size 31 b. Class for which it is designated 32 c. Name of manufacturer 33 d. Date of manufacturer 34 2.3 ACCESSORIES 35 A. Rubber-Seated Butterfly Valves shall have the following accessories provided as part of 36 the valve installation: 37 1. Below grade Rubber-Seated Butterfly Valves shall be placed within a concrete 38 vault in accordance with Section 03 30 00, or as shown on the Drawings. All vault 39 appurtenances shall be in accordance with Section 33 05 16. 40 2. ltxal-Actuators 41 a. For 24-inch butterfly valveprovide actuator suitable for modulating service in 42 accordance with Section 33 09 10 43 b. All other valves shall be provided with manual actuators,unless otherwise 44 specified in the Drawings. 45 c. Valves shall be opened by turning the actuator clockwise and close counter 46 clockwise. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221-8 A W W A Rubber-Seated Butterfly Valves Pade 8 of 1 t I d. Manual actuators shall be fully greased, packed and have adjustable stops in the 2 open and closed position. 3 I) The actuator shall have a adjustable mechanical stop which will withstand 4 an input torque of 450 foot-pounds against the stop. 5 2) The actuator shall have a built in packing leak bypass to eliminate possible 6 packing leakage into the actuator housing. 7 e. Butterfly valves in a vault shall be furnished with a 2-inch operating nut. 8 1) The actuator shall be placed in a vault as indicated on the Drawings and 9 have extension to the top of the vault. 10 €. Butterfly valves in plant, pump station or tank service applications located I 1 above ground shall be provided with a 16 inch minimum diameter bandwheel 12 operator. 13 1) Handwheels shall be painted red. 14 g. Valve Position Indicator 15 1) Provide position indicator with mechanical dial indicator as follows: 16 a) Highly visible 17 b) Containing"Open" and"Closed" legend at the end of a 90 degree are 18 c) Pointer to show the disc position(Closed-0 degree and Open-90 19 degree) 20 d) Are graduated in degrees 21 h. Actuator shall be worm-gear type, as follows: 22 1) Worm gear manual operator shall comply fully with AWWA C504, latest 23 edition. 24 2) Worm gear drive sleeve and worm shaft shall be of solid, 1-piece design; 25 bolted segments or pinned worms will not be acceptable. Drive sleeve shall 26 include an integral spline to accept a removable bottom-entry spline 27 bushing for valve shaft connection. 28 3) If required for torque purposes, spur gear reducers may be provided for 29 increased torque outputs and to reduce handwheel diameter. Worm gear 30 operator shall include handwheel with maximum 80 pound rim pull or a 2- 31 inch AW WA Nut with a maximum 150 ft. lbs required input torque 32 4) Materials of Construction 33 a) Housing: Ductile Iron 34 b) Drive sleeve: Bronze 35 c) Worm: Alloy steel with splined input drive connection 36 d) Bearings: Heavy duty tapered roller bearings 37 e) Finish: Thermostatically Applied Polyester Powdercoat 38 f) Fasteners: Stainless steel 39 5) Manual gears shall be capable of being field retrofit with an electric motor 40 operator in the future without major modifications. 41 a) With spur gear removed, splined worm gear input shaft and motor 42 adapter flange shall be easily added to accept a multi-turn"torque- 43 only" electric valve actuator. 44 (1) Supplier shall include the Number of Turns required to complete on 45 Open-to-Close stroke in the Equipment Submittal. 46 3. Extension Stem 47 a. Keyed solid extension stem of sufficient length to bring the operating nut up to 48 within 1 foot of the surface of the ground,when the operating nut on the valve 49 is 3 feet or more beneath the surface of the ground 50 1) Not required for City stock orders. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 33 1221 -9 AWWA Rubber-Seated Butterfly Valves Page 9 of I I 1 2) Extension sterns shall not be bolted or attached to the valve-operating nut. 2 3) Extension sterns shall be of cold rolled steel with a cross-sectional area of 1 3 square inch, fitting loosely enough to allow deflection. 4 4. 2-inch Taps 5 a. Provide two 2-inch taps on each side of the valve, 12 inches from the valve 6 body. 7 1) Taps shall be C.C. thread with flare, with insulated adaptor kit. 8 2) Provide copper riser between corporation stop and curb stop. 9 3) Install curb stop 12 inches from the vault top 10 a) Reachable by hand from the vault lid 11 5. Joint components such as gaskets, glands, lubricant, bolts and nuts, shall be 12 furnished in sufficient quantity for assembly of each joint. 13 2.4 SOURCE QUALITY CONTROL 14 A. Tests and Inspections 15 1. Each valve shall be shop tested for leaks in the closed position with the valve 16 horizontal. 17 a. The upper surface of the valve disc shall be visible and covered with a pool of 18 water at 0 psi pressure. 19 b. Air pressure equivalent to the design rating of the valve shall be applied to the 20 Iower face of the disc for at least 5 minutes with no indication of leakage(i.e. 21 bubbles in the water pool) during the test period. 22 2. The valve body shall be hydrostatically tested at twice the rated pressure for 10 23 minutes with the valve in the slightly open position. 24 a. During this test, there shall be no leakage or seeping through the valve body, 25 weld or valve trunnions. 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. General 32 1. All Rubber-Seated Butterfly Valves shall be installed in accordance with the 33 instructions of the manufacturer and as shown on the Drawings. 34 2. For buried applications, Rubber-Seated Butterfly Valves shall be placed in a 35 concrete vault and installed in accordance with Section 03 30 00. All vault 36 appurtenances shall be installed in accordance with Section 33 05 16. 37 3. All excavations shall be backfilled in accordance with Section 33 05 10. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 1221-10 AWWA Rubber-Seated Butterfly Valves Page 10 of 11 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD lox] SITE QUALITY CONTROL 4 A. Field Inspections 5 1. Before acceptance of the installed Rubber-Seated Butterfly Valve, the City Field 6 Operations and/or Production Staff shall have the opportunity to operate the valve. 7 a. The operator will be assessing the ease of access to the operating nut within the 8 valve box and ease of operating the valve from a fully closed to fully opened 9 position. 10 b. If access and operation of the Rubber-Seated Butterfly Valve meet the City's I 1 criteria, then the valve will be accepted as installed. 12 B. Non-Conforming Work 13 1. If access and operation of the valve or its appurtenances does not meet the City's 14 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 15 the Contractor's expense. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [7NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION!SPECIFICATION DOCUMENTS City Project No. 100378 Revised December 20,2012 33 1221-11 AWWA Rubber-Seated Butterfly Valves Page 11 of 11 1 Revision Log DATE NAME SUMMARY OF CHANGE 1.LA—Acceptable size range was modified to include butterfly vales from 36-inches to 72-inches;Blue text included for exceptions 12/20/2012 D.Johnson 2.2.C.3 and 4—Added Section 33 1105 reference and removed material specification for bolts,nuts and gaskets. Added material specification for tapped bolts. Modified Vault and Appurtenance Specifications throughout 1.LA Acceptable size range was modified to include butterfly vales from 30-inches to 72--inches;Blue text included for exceptions 1.6.C.3 Added Section.Affidavit required that manufacturer owns/control foreign factory/foundry that supplies valve castings 1.9.A.Lc Added Section_Requirement that manufacturer owns/control foreign factory/fotuidry that supplies valve castings 6/24/2014 D.Townsend I.%A,i.d Added Section.Acceptable worm gear type actuators. 2.2.A.2.Added Clarification.Accepted product can be listed in this specification 2.3.A.2.g.3&4.Format Change,Added Item 4 to Item 3. 2.3.AQ.2.g.3.Addition:"or 24nch AW WA Nut with a maximum 150 ft lbs required inputtorque 2.3.2.g Changed Item 4.a to Item 4 2.3.A.2.0&2.3.A.2.c.1 Modification.Manual actuator to have adjustable stops 2 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,100378 Revised December 20,2012 33 1225-1 CONNECTION TO EXISTING WATER MAINS Page 1 of 1 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PART1 _ GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water main 9 c. Installing a tapping sleeve and valve 10 B. Deviations from this City of Fort Worth Standard Specification I 1 I. Modified 1.2.A.l.b.1 12 2. Added 1.2.A.l.b 13 3. Modified 1.2.A.2.a. 14 4. Added 1.2.A.2.b 15 5. Modified 1.2.A.3.b.1 16 6. Added 1.2.A.3.b.2 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 19 Contract 20 2. Division I —General Requirements 21 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 22 4. Section 33 05 10 Utility Trench Excavation, Embedment and Backfill 23 5. Section 33 05 30—Location of Existing Utilities 24 6, Section 33 1105—Bolts,Nuts, and Gaskets 25 7. Section 33 11 10 Ductile Iron Pipe 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Connection to Existing Water Mains 28 1. Connection to an existing unpressurized Fort Worth Water Distribution System 29 Main that does not require the City to take part of the water system out of service 30 a. Measurement 31 1) This Item is considered subsidiary to the water pipe being installed. 32 b. Payment 33 1) Unit Price-The work performed and the materials furnished in accordance 34 with this Item are subsidiary to the unit price bid per linear foot of water 35 pipe complete in place, and no other compensation will be allowed. 36 2) Lum Sum Price- The work performed and the materials furnished in 37 accordance with this Item are included in the total lum1J sum price. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 33 12 25-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 2. Connection to an existing pressurized Port Worth Water Distribution System Main 2 that requires a shutdown of some part of the water system 3 a. Measurement 4 1) Measurement for this Item shall be per each connection completed. 5 b. Payment 6 1) Unit Price- The work performed and the materials furnished in accordance 7 with this Item shall be paid for at the unit price bid per each"Connection to 8 Existing Water Main"installed for: 9 a) Various sizes of existing water distribution main 10 2) Lump Sum Price-The work performed and the materials furnished in 11 accordance with this Item for various„sizes of existing water distribution 12 main shall be included in the total lump sum price. 13 c, The price bid shall include all aspects of making the connection including,but 14 not limited to: 15 1) Preparing submittals 16 2) Dewatering 17 3) Exploratory excavation(as needed) 18 4) Coordination and notification 19 5) Remobilization 20 6) Temporary lighting 21 7) Polyethylene encasement 22 8) Make-up pieces 23 9) Linings 24 10) Pavement removal 25 11) Excavation 26 12) Hauling 27 13) Disposal of excess material 28 14) Clean-up 29 15) Cleaning 30 16) Disinfection 31 17) Testing 32 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 33 by Tapping Sleeve and Valve: 34 a, Measurement 35 1) Measurement for this Item shall be per each connection completed. 36 b. Payment 37 1) Unit Price- The work performed and the materials furnished in accordance 38 with this Item shall be paid for at the unit price bid per each"Tapping 39 Sleeve and Valve"installed for: 40 a) Various sizes of connecting main 41 b) Various sizes of existing water distribution main 42 2) Lump Sum Price- The work performed and the materials furnished in 43 accordance with this Item shall be included in the total lump sum price for: 44 a) Various sizes of connecting main 45 b) Various sizes of existing water distribution main 46 c. The price bid shall include all aspects of making the connection including, but 47 not limited to: 48 1) Preparing submittals 49 2) Dewatering CITY OF FORT WORTH WESTStI)F V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 331225-3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 3) Exploratory excavation(as needed) 2 4) Coordination and notification 3 5) Tapping Sleeve and Tapping Valve 4 6) Remobilization 5 7) Temporary lighting 6 8) Polyethylene encasement 7 9) Make-up pieces 8 10) Linings 9 11) Pavement removal 10 12) Excavation 11 13) Hauling 12 14) Disposal of excess material 13 I5) Clean-up 14 16) Cleaning 15 17) Disinfection 16 18) TestingTesting 17 1.3 REFERENCES 18 A. Reference Standards 19 1. Reference standards cited in this Specification refer to the current reference 20 standard published at the time of the latest revision date logged at the end of this 21 Specification, unless a date is specifically cited. 22 2. American Society of Mechanical Engineers (ASME): 23 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 24 3, ASTM International(ASTM): 25 a. A36, Standard Specification for Carbon Structural Steel. 26 b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 27 High Temperature or High Pressure Service and Other Special Purpose 28 Applications 29 c. Al 94, Specification for Carbon and Alloy Steel Nuts for Bolts for High 30 Pressure or High Temperature Service, or Both 31 d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 32 e. A283, Standard Specification for Low and Intermediate Tensile Strength 33 Carbon Steel Plates. 34 £ A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 35 and Intermediate-Tensile Strength. 36 g. B 117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 37 h. D2000, Standard Classification System for Rubber Products in Automotive 38 Applications. 39 4, American Water Works Association(AWWA): 40 a. C200, Steel Water Pipe- 6 IN and Larger. 41 b. C207, Steel Pipe Flanges for Waterworks Service— Sizes 4 IN through 1441N. 42 c. C213,Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel 43 Water Pipelines. 44 d. C223, Fabricated Steel and Stainless Steel Tapping SIeeves. 45 5, American Water Works Association/American National Standards Institute 46 (AWWA/ANSI): CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 33 1225-4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 a. C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. 2 b. CI I f/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 3 Fittings. 4 c. Cl 15A21/15,Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron 5 Threaded Flanges. 6 6. NSF International(NSF): 7 a. 61, Drinking Water System Components—Health Effects. 8 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 9 (MSS): 10 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 11 1.4 ADMINISTRATIVE REQUIREMENTS 12 A. Pre-installation Meetings 13 1. Required for any connections to an existing,pressurized 16-inch or larger City 14 water distribution system main that requires a shutdown of some part of the water 15 system 16 2. May also be required for connections that involve shutting water service off to 17 certain critical businesses 18 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time 19 for the work to occur. 20 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 21 S. Review work procedures as submitted and any adjustments made for current field 22 conditions. 23 6. Verify that all valves and plugs to be used have adequate thrust restraint or 24 blocking. 25 7. Schedule a test shutdown with the City. 26 8. Schedule the date for the connection to the existing system. 27 B. Scheduling 28 1. Schedule work to make all connections to existing 16-inch and larger mains: 29 a. During the period from November through April, unless otherwise approved by 30 the City 31 b. During normal business hours from Monday through Friday,unless otherwise 32 approved by the City 33 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 34 planned disruption to the existing water system. 35 a. In the event that other water system activities do not allow the existing main to 36 be dewatered at the requested time, schedule work to allow the connection at an 37 alternate time acceptable to the City. 38 1) If water main cannot be taken out of service at the originally requested 39 time, coordination will be required with the City to discuss rescheduling 40 and compensation for mobilization. 41 2) No additional payment will be provided if the schedule was altered at the 42 Contractor's request. CITY OF FORT WORTH WESTSIDE V-PART l -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 01 33 00. 3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 4 specials. 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 6 A. Product Data, if applicable 7 1, Tapping Sleeve noting the pressure rating and coating system supplied including: 8 a. Dimensions, weights,material list, and detailed drawings 9 b. Maximum torque recommended by the manufacturer for the valve by size 10 B. Submittals 11 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 12 by City that includes: 13 a. Results of exploratory excavation 14 b. Dewatering 15 c. Procedure for connecting to the existing water main 16 d. Time period for completing work from when the water is shut down to when 17 the main is back in service 18 e. Testing and repressurization procedures 19 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 20 must be certified and provide Welding Certificates, upon request, in accordance 21 with AWWA C200. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE,AND HANDLING 26 A. Storage and Handling Requirements 27 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 28 from the time of shipment until installation is completed. 29 2. Protect all equipment and parts against any damage during a prolonged period at the 30 site. 31 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 32 built and securely bolted thereto. 33 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 34 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 35 extremes in temperature. 36 6. Secure and maintain a location to store the material in accordance with Section 01 37 6600. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Manufacturer Warranty 4 1. Manufacturer's warranty shall be in accordance with Division 1. 5 PART 2 - PRODUCTS 6 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 7 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 8 A. Manufacturers 9 1. Only the manufacturers as listed by the City's Standard Products List will be 10 considered as shown in Section 01 60 00. I I a. The manufacturer must comply with this Specification and related Sections. 12 2. Any product that is not listed on the Standard Products List is considered a 13 substitution and shall be submitted in accordance with Section 0125 00. 14 B. Description 15 1. Regulatory Requirements 16 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 17 this Specification. 18 b. All valve components in contact with potable water shall conform to the 19 requirements of NSF 61. 20 C. Tapping Sleeve Materials 21 1. Body 22 a. Body: Carbon Steel per ASTM A283 Grade C,ASTM A285 Grade C,ASTM 23 A36 Steel or equal 24 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 25 applied per AWWA C213. 26 c. All buried tapping sleeves shall be provided with polyethylene encasement in 27 accordance With AWWA/ANSI CI05/A21.5. 28 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 29 2. Flange 30 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 31 B16.1 Class 125. 32 b. Recessed for tapping valve per MSS SP-60 33 3. Bolts and Nuts 34 a. Flanged Ends 35 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 36 material. 37 2) Provide bolts and nuts in accordance with Section 33 11 05. 38 4, Gaskets 39 a. Provide gaskets in accordance with Section 33 11 05. 40 5. Test Plug CITY OF PORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised February 6,2013 33 1225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 1 a. %-inch NPT carbon steel with square head and fusion bonded epoxy coating 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION 7 A. Verification of Conditions 8 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 9 in the Drawings and that the location is suitable for a connection to the existing 10 water main. 11 a. Excavate and backfill trench for the exploratory excavation in accordance with 12 3305 10. 13 2. Verify that all equipment and materials are available on—site prior to the shutdown 14 of the existing main. 15 3. Pipe lines shall be completed, tested and authorized for connection to the existing 16 system in accordance with Section 33 04 40. 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. General 20 1. Upon disruption of the existing water main, continue work until the connection is 21 complete and the existing water main is back in service. 22 B. Procedure 23 1. Expose the proposed connection point in accordance with Section 33 05 10. 24 2. Dewater the existing water line so the chlorinated water is not unlawfully 25 discharged. 26 3. Maintain the water that may bleed by existing valves or plugs during installation 27 within the work area to a reasonable level. 28 a. Control the water in such a way that it does not interfere with the proper 29 installation of the connection or create a discharge of chlorinated water. 30 4 If any discharge of chlorinated water occurs, discharged water shall be de- 31 chlorinated in accordance with Section 33 04 40 32 5. Cut and remove existing water main in order to make the connection. 33 6. Verify that the existing pipe line is suitable for the proposed connection. 34 7. Place trench foundation and bedding in accordance with 33 05 I0. 35 8. In the event that a tapping sleeve and valve is used,the coupon from the existing 36 water main shall be submitted to the City. 37 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 38 10. Establish thrust restraint as provided for in the Drawings. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised February 6,2013 33 1225-9 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 1 11. Clean and disinfect the pipeline associated with the connection in accordance with 2 Section 33 04 40. 3 12. Place embedment to the top of the pipe zone. 4 13. Request that the City Valve Crew re-pressurize the pipeline. 5 14. Directionally flush the connection in accordance with Section 33 04 40. 6 15. Request that City Valve Crew open all remaining valves. 7 3.5 REPAIR/RESTORATION [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 314 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 2.2•C.3 and 4—Added reference to Section 33 11 05 and removed bolt,nut and gasket material specification 2/6/2013 D.Townsend 3A.B.4 Modified to refer to Section 33 04040 19 CITY OF FORT WORTH WESTSIDE V--PART I -ELEVA'T'ED STORAGE.TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised February 6,2013 33 12 40-1 FIRE HYDRANTS Pagel of 7 1 SECTION 33 12 40 2 FIRE HYDRANTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Dry-barrel fire hydrants with 5114-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 1, Modified 1.2.A.2.a 9 2. Modified 1.2.A.2.b 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 I —General Requirements 13 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 14 4. Section 33 04 40--Cleaning and Acceptance Testing of Water Mains 15 5. Section 33 11 10—Ductile Iron Pipe 16 6. Section 33 11 11 Ductile Iron Fittings 17 7. Section 33 11 14—Buried Steel Pipe and Fittings 18 8. Section 33 12 20—Resilient Seated(Wedge) Gate Valve 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Fire Hydrant and Extension 23 1) Measurement for this item shall be by the hydrant, complete in place. 24 2. Payment 25 a. Unit Price-The work performed and materials furnished in accordance with 26 this Item and measured under"Measurement"will be paid for at the unit prices 27 bid per each"Fire Hydrant"installed. 28 b. Lump Sum Price-The work performed and materials furnished in accordance 29 with this Item and measured under"Measurement"will be included in the total 30 lum sum rice. 31 3. The price bid shall include: 32 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 33 Drawings 34 b. Dry-Barrel Fire Hydrant assembly from base to operating nut 35 c. Extension barrel and stem 36 d. Adjusting hydrant to the appropriate height 37 e. Painting 38 f. Pavement Removal 39 g. Excavation 40 h. Freight, loading,unloading and handling 41 i. Disposal of excess material CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 331240-2 FIRE HYDRANTS Page 2 of 7 1 j. Furnish,placement and compaction of embedment 2 k. Furnish,placement and compaction of backfill 3 1. Blocking, Braces and Rest 4 m. Clean up 5 n. Disinfection 6 1.3 TESTINGRE + a RE'NCES 7 A. Definitions 8 1. Base: The lateral connection to the fire hydrant lead, also called a shoe 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification,unless a date is specifically cited. 13 2. American Water Works Association(AWWA): 14 a. C502,Dry-Barrel Fire Hydrants 15 b. Manual of Water Supply Practices M17 (AWWA Manual M17)—Installation, 16 Field Testing, and Maintenance of Fire Hydrants 17 3. NSF international 18 a. 61,Drinking Water System Components—Health Effects 19 4. National Fire Protection Association(NFPA) 20 a. 1963, Standard for Fire Hose Connections 21 5. Underwriters Laboratories, Inc. (UL) 22 a. 246, Hydrants for Fire-Protection Service 23 6. Factory Mutual (FM) 24 a. Class Number 1510, Approval Standard for Fire Hydrant(Dry Barrel Type) for 25 Private Fire Service 26 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 27 1.5 SUBMITTALS 28 A. Submittals shall be in accordance with Section 01 33 00. 29 B. All submittals shall be approved by the City prior to construction. 30 1.6 ACTION SUBMiTTALSIINFORMATIONAL SUBMITTALS 31 A. Product Data 32 1. Dry-Barrel Fire Hydrant stating: 33 a. Main valve opening size 34 b. Nozzle arrangement and sizes 35 c. Operating nut size 36 d. Operating nut operating direction 37 e. Working pressure rating 38 f. Component assembly and materials 39 g. Coatings and Finishes 40 1.7 CLOSEOUT SUBMITTALS [NOT USED] 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH WESTSIDE V -PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 331240-3 FIRE HYDRANTS Page of7 1 1.9 QUALITY ASSURANCE 2 A. Qualifications 3 1. Manufacturers 4 a. Dry-Barrel Fire Hydrants shall be the product of I manufacturer. 5 1) Change orders, specials and field changes maybe provided by a different 6 manufacturer upon City approval. 7 2. Dry-Barrel Fire Hydrants shall be in conformance with AWWA C502,UL 246 and 8 FM 1510. 9 1.10 DELIVERY,STORAGE,AND HANDLING 10 A. Storage and Handling Requirements I1 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 12 AWWA Manual M17. 13 2. Protect all parts so that no damage or deterioration wiII occur during a prolonged 14 delay from the time of shipment until installation is completed and the units and 15 equipment are ready for operation. 16 3. Protect all equipment and parts against any damage during a prolonged period at the 17 site. 18 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 19 strongly built and securely bolted thereto. 20 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 21 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 22 extremes in temperature. 23 7. Secure and maintain a location to store the material in accordance with Section 01 24 6600. 25 111 FIELD CONDITIONS [NOT USED] 26 1.12 WARRANTY 27 A. Manufacturer Warranty 28 1. Manufacturer's Warranty shall be in accordance with Division 1. 29 PART 2 - PRODUCTS 30 2.1 OWNER-FURNISHED [oR[ OWNER-SUPPLIEDPRODUCTS [NOT USED] 31 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 32 A. Manufacturers 33 1. Only the manufacturers as listed on the City's Standard Products List will be 34 considered as shown in Section 01 60 00. 35 a. The manufacturer must comply with this Specification and related Sections. 36 2. Any product that is not Iisted on the Standard Products List is considered a 37 substitution and shall be submitted in accordance with Section 01 25 00. 38 3. The Dry-Barrel Fire Hydrant shall be new and the product of a manufacturer 39 regularly engaged in the manufacturing of Dry-Barrel Fire Hydrants having similar 40 service and size. 41 B. Description CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 331240-4 FIRE HYDRANTS Page 4 of 7 1 1. Regulatory Requirements 2 a. Dry-Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA 3 C502 and shall meet or exceed the requirements of this Specification. 4 b. All Dry-Barrel Fire Hydrant components in contact with potable water shall 5 conform to the requirements of NSF 61. 6 C. Performance/Design Criteria 7 1. Capacities 8 a. Rated working pressure of 250 psi or greater 9 2. Design Criteria 10 a. Operating nut I1 1) Uniformly tapered square nut measuring: 12 a) 1 inch at the base 13 b) 71s inch at the top 14 2) Open by turning the operating nut to the right(cloekwise) 15 a) Provide operating direction clearly marked with an arrow and the word 16 "OPEN". 17 3) Provide weather shield with operating nut. 18 b. Main Valve 19 1) Minimum 51/4-inch opening 20 2) Compression type 21 a) Opening against pressure 22 b) Closing with pressure 23 c. Nozzles 24 1) `T' shape, 3 nozzle arrangement 25 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 26 a) Hose nozzles 27 (1) 2 x 2'12-inch (nominal size of connection) 28 (a) 180 degrees apart 29 (b) Thread Designation 2.5-7.5 NH (NFPA 1963) 30 b) Pump nozzle 31 (1) 4-inch (nominal size of connection) 32 (a) Thread Designation 4-4 NH (NFPA 1963) 33 d. Hydrant Barrel Configuration 34 1) Upper barrel 35 2) Breakable flange and stem 36 a) To be installed above ground at the connection to the upper barrel 37 3) Extension barrel(if needed) and lower barrel 38 a) Extension barrel and stem 39 (1) Lengthen in 6-inch increments 40 e. Drain Valve 41 1) Non-corrodible material 42 2) Spring operated drain valves are not allowed. 43 D. Function 44 1. Drain Valve 45 a. Drain fire hydrant barrels when main valve is closed. 46 E. Materials 47 1. Furnish materials in accordance with AW WA C502. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 33 1240-5 FIRE HYDRANTS Page 5 of? 1 2. Dry-Barrel Fire Hydrant Assembly 2 a. Internal parts 3 1) Threads 4 a) Provide operating thread designed to avoid metal such as iron or steel 5 threads against iron or steel parts. 6 2) Stem 7 a) Stem Nuts 8 (1) Provide bronze stem nuts. 9 (a) Grades per AWWA C502 10 b) Where needed, stem shall be grooved and sealed with 0-rings. 11 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 12 F. Finishes 13 1. Primer Materials 14 a. Furnish primer for Dry-Barrel Fire Hydrants in accordance with AWWA C502. 15 2. Finish Materials 16 a. Dry-Barrel Fire Hydrant 17 1) Exterior 18 a) Above grade 19 (1) Furnish exterior coating for above grade Dry-Barrel Fire Hydrant 20 assembly components in accordance with AWWA C502. 21 (2) Coating shall be Flynt Aluminum Paint in Silver. 22 b) Below grade 23 (1) Furnish exterior coating for below grade Dry-Barrel Fire Hydrant 24 assembly components in accordance with AWWA C502. 25 2) Interior 26 a) Interior coating for Dry-Barrel Fire Hydrants assemblies in accordance 27 with AWWA 0502 28 2.3 ACCESSORIES 29 A. Polyethylene Encasement 30 1. Provide polyethylene encasement in accordancc'with Section 33 11 10. 31 B. Embedment 32 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 33 2.4 SOURCE QUALITY CONTROL 34 A. Tests and Inspections 35 1. Testing and inspection of Dry-Barrel Fire Hydrants in accordance with AWWA 36 C502. 37 B. Markings 38 1. Provide each Dry-Barrel Fire Hydrant marked in accordance with AWWA C502. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised January 3,2014 33 1240-6 FIRE HYDRANTS Page 6 of 7 1 PART 3 - EXECUTION (NOT USED) 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. General 7 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 8 manufacturer's recommendations and as shown on the Drawings. 9 2. Provide vertical installation with braces,rest and blocking in accordance with City 10 Standard Details. 11 3. Excavate and backfill trenches in accordance with 33 05 10. 12 4. Embed Dry-Barrel Fire Hydrant assemblies in accordance with 33 05 10. 13 a. At the location of the weep holes,wrap barrel with polyethylene encasement 14 and crushed rock with filter fabric to prevent dirt and debris from entering the 15 fire hydrant. 16 5. Polyethylene encasement installation shall be in accordance with the applicable 17 portion of Section 33 11 10, 18 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 19 in the Drawings. 20 7. A minimum 113 cubic yard of crushed rock shall be placed around the base;in 21 accordance with AWWA Manual of Water Supply Practice M17,to allow drain 22 outlets to operate. 23 a. The crushed rock should extend 6 inches above the drain outlets and a 24 minimum of I foot on all sides of the fire hydrant base. 25 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 26 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 27 elevation. 28 b. Fittings may be used along fire lead line to ensure minimum and maximum 29 cover requirements are met. 30 3.5 REPAIR/RESTORATION [NOT USED] 31 3.6 RE-INSTALLATION [NOT USED] 32 3.7 FIELD CONTROL 33 A. Field Inspections 34 1. The Dry-Barrel Fire Hydrant and assembly shall perform as intended with no 35 deformation, leaking or damage of any kind for the pressure ranges indicated. 36 2. City inspector will issue final inspection notice to City staff. 37 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 38 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 39 accordance with AWWA Manual of Water Supply Practice MIT This includes but 40 is not limited to: 41 a. Operation of Nozzles and operating nut are not obstructed. 42 b. Drain valve is not obstructed or plugged CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 33 1240-7 FIRE HYDRANTS Page 7 of 7 1 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 2 water line it's connected to is put in service. 3 B. Non-Conforming Work 4 1. If access and operation of the Dry-Barrel Fire Hydrant or its appurtenances do not 5 meet the criteria of the AW WA Manual of Water Supply Practice M 17, the 6 Contractor will remedy the situation criteria, at the Contractor's expense. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 311 CLOSEOUT ACTIVITIES ]NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE 13 3.14 ATTACHMENTS 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2)Added paint manufacturer specification 12/20/2012 D.Johnson 2,2.C2,c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations Specification Modified to be in accordance with the Reduction of Lead in Drinking Water Act(P.L. 111-380)—All material s to be lead-free in accordance with this act. 11/27/2013 D.Townsend Sections modified are 1.1.A.1, 1.9.A.2,and 2.2.E.1 Sections added are 1.3.A.2, 1.3.B.7, 1.6.B.1,2.2.B.Lc,2.4.B.2 H.R.3588(P.L. 113-64)signed into law 1/2/2014 waived Reduction of Lead in Drinking Water Act(P.L. 111-380)requirement for fire hydrant. All previous revisions related to"lead-free"requirement are now deleted including those revisions 1/3/2014 D.Townsend made 11127/2013,those being: Sections modified are 1.LA.1, 1.9.A.2,and 2.2.E.1 Sections added are 1.3.A.2, 1.3.B.7, 1.6.13.1,2.2.B.I.c,2.4.13.2 16 CITY OF FORT WORTH wESTSIDE V-PART I -ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised January 3,2014 33 16 19-1 COMPOSITE ELEVATED WATER STORAGE.TANK Page I of 26 1 SECTION 33 16 19 2 COMPOSITE ELEVATED WATER STORAGE TANK 3 PART1 -GENERAL 4 1.1 SUMMARY 5 A.Section Includes 6 1.This section includes the design, construction, testing, and commissioning of a 7 Composite elevated tank and related work including foundations,painting, 8 electrical, mechanical and appurtenances. 9 B.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 I - General Requirements. 12 3. Section 08 11 19 - Steel Doors and Frames 13 4. Section 08 33 23 -Overhead Coiling Doors 14 5. Section 08 71 10 -Finish Hardware 15 6. Section 09 97 14 -Steel Water Storage Tank Coating 16 7. Section 09 9I 00 -Painting 17 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A.Measurement and Payment 20 1, Measurement 21 a. Measurement for this item shall be Iump sum. 22 2. Payment 23 a. The work performed and materials furnished in accordance with the Item and 24 measured as provided under"Measurement"are included in the total lump sum 25 price. 26 3. The price bid will include: 27 a. Composite elevated water storage tank, in accordance with the requirements of 28 AWWA D107 Standard for Composite Elevated Tanks for Water Storage 29 b. Excavation 30 c. Forms 31 d. Concrete 32 e. Reinforcing steel 33 f. Backfill 34 g. Cast-in place reinforced concrete slab 35 h. Concrete pedestal 36 i. Welded steel tank 37 j. Piping 38 k. Appurtenances 39 1. Pipe connections 40 in. Hauling CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No,100378 April 2017 ADDENDUM No.1 33 1619-2 COMPOSITE ELEVATED WATER STORAGE TANK Page 2 of26 1 in, Disposal of excess materials 2 o. Placement and compaction of backfill 3 p, Permits 4 q. Clean-up 5 r. Testing 6 1.3 REFERENCES 7 A.Reference Standards 8 1.Reference standards cited in this specification refer to the current reference standard 9 published at the time of the latest revision date logged at the end of this 10 specification, unless a date is specifically cited. 11 2. American National Standards Institute(ANSI): 12 a. ANSI B 16.5, Pipe Flanges and Flanged Fittings 13 b.ANSI ASCE 7, Minimum Design Loads for Buildings and Other Structures 14 3. American Society of Civil Engineers (ASCE): 15 a. Standard 7-02,Minimum Design Loads for Buildings and other Structures 16 4. ASTM International (ASTM): 17 a. ASTM A 123,Zinc Coatings on Iron and Steel Products 18 b. ASTM A 240, Stainless Steel Plate, Sheet and Strip for Pressure Vessels 19 c. ASTM A 285, Pressure Vessel Plates, Carbon,Steel 20 d. ASTM A 774, Welded Stainless Steel Fittings 21 e. ASTM A 778, Welded Stainless Steel Tubular Products 22 5.American Water Works Association(AWWA): 23 a. AWWA D107, Composite Elevated Tanks for Water Storage 24 b.AW WA D 100, Welded Steel Tanks for Water Storage 25 c. AWWA D102, Coating Steel Water Storage Tanks 26 d. AWWA C652, Disinfection of Water Storage Facilities 27 6. American Concrete lnstitute(ACI): 28 a. ACI 117, Standard Tolerances for Concrete Construction and Materials 29 b. ACI 304, Guide for Measuring, Mixing, Transporting and Placing Concrete 30 c. ACI 305, Hot Weather Concreting 31 d, ACI 306, Cold Weather Concreting 32 e. ACI 318, Building Code Requirements for Structural Concrete 33 f. ACI 347, Guide to Formwork for Concrete 34 7.American Institute of Steel Construction.(AISC): 35 a. AISC 5335, ,Specification for Structural Steel Buildings 36 8.American Petroleum.Institute(API): 37 a. API 650, Welded Steel Tanks for Oil Storage 38 9.Federal Aviation Administration(FAA): 39 a. FAA 7017460-1 H, Obstruction Marking and Lighting 40 10. National Fire Protection Agency(NFPA): 41 a. NFPA NEC,National Electric Code 42 b.NFPA 780, Standard for the Installation of Lightning Protection Systems 43 11. National Science Foundation(NSF): 44 a. NSF 61, Standard for Drinking Water System Components 45 12. Occupational Safety and Health Administration(OSHA): CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 1619-3 COMPOSITE ELEVATED WATER STORAGE TANK Page 3 of 26 1 a. OSHA 29 CFR,Part 1926 Safety and Health Regulations for Construction 2 13. Society for Protective Coatings (SSPC) 3 a. SSPC VIS-89, Visual Standard for Abrasive Blast Cleaned Steel 4 14. Texas Commission on Environmental Quality(TCEQ) 5 15. International Building Code and associated standards, {2003}€2006)(2009} 6 Edition including all amendments, referred to herein as Building Code. 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS 9 A.Submittals shall be in accordance with Section 01 33 00. 10 B.All submittals shall be approved by the City prior to manufacture or delivery. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A.Product Data 13 1. Concrete Mix Design 14 2. Piping 15 3.Valves 16 4. Fittings 17 5. Ladders 18 6. Walkways 19 7.Railings 20 8. Electrical 21 9. Telemetry 22 10. Site Improvements 23 11. Tank Nameplate 24 12. Doors 25 13. Hatches 26 14. Logo 27 B.Geotechnical Report 28 1. Provide a geotechnical report performed by an independent third party firm. 29 Independent third party may be the same as the geotechnical firm used for the 30 design phase. The independent firm's investigation shall, at a minimum, include the 31 following as a separate report from the design phase: 32 a. A minimum of 3-test holes 33 b. Maximum allowable bearing pressure (with minimum safety factors in 34 accordance with AWWA D107) 35 c. Settlement 36 d. Uplift potential 37 e. Foundation recommendation 38 f Contractor may use the same geotechnical firm 39 2. The geotechnical report shall be sealed by a Professional Engineer licensed in the 40 State of Texas. CITY OF FORT WORTH W ESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.1 I 33 16 19-4 COMPOSITE ELEVATED WATER STORAGE TANK Page 4 of 26 1 3. If the Contractor's geotechnical report yields results which vary from the original 2 geotechnical report included in the bidding documents, the Contractor shall notify 3 the City in writing within 3 working days. In no case shall the design include 4 allowable bearing pressure that is greater than the original report. In the case of 5 substantial variation in the reports,the City will direct the Contractor in procedures 6 to coordinate results. 7 C.Shop Drawings 8 1.Provide shop drawings and design calculations, sealed by a Licensed Professional 9 Engineer in Texas, including: 10 a. Fabrication drawings, to scale, o£ 11 1)Elevation, Plan, and Section Views of: 12 a)Foundation 13 b)Support Structure 14 c)Tank 15 d)Appurtenant equipment and accessories 16 2)Foundation Details 17 a)Excavation 18 b)Soil protection and backfill requirements 19 3)Steel Tank Details 20 a)Components, fabrications, weld joints,and a layout showing all primary 21 and secondary shop and field welds. 22 4)Reinforced concrete details 23 a)Construction joints 24 b)Openings 25 c)Inserts 26 d)Reinforcement shall be clearly indicated on the structural drawings and 27 identified by mark numbers that are used on the fabrication schedule. 28 e)Location, spacing and splice dimensions shall be shown. 29 f) Placement and fabrication details shall conform to ACI 318. 30 b.Design calculations, including but not limited to: 31 1)Table showing capacity of the tank in gallons at all levels in one-foot 32 increments. 33 2)Design for the foundation, support structure, tank and other components. 34 Include the design basis, loads and load combinations and results that show 35 conformance with specifications and referenced codes and standards. 36 3)A finite element analysis that accurately models the intersecting elements of 37 the interface region. The interface region includes those portions of the 38 concrete support structure and steel tank affected by the transfer of forces 39 from the tank cone and the tank floor to the concrete support wall. The 40 analysis shall provide results including the shear, moment, and compression 41 or tension caused by the intersecting elements in the interface region. 42 D.Sarnples 43 1. Coating Sample Colors 44 E.Certificates 45 1. Steel Mill Certificates 46 2. Certification of Welding Inspectors CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 Apiil 2017 ADDENDUM No.1 33 1619-5 COMPOSITE ELEVATED WATER STORAGE TANK Page 5 of 26 1 F.Test and Evaluation Reports 2 1. Geotechnical Report performed by Contractor 3 2.Report of Inspection of Foundation-Bearing Stratum 4 3.Visual Inspection Report for Compliance with Tolerances 5 4. Visual Inspection Report for Steel Tank Welding in Compliance with AWWA D 107 6 5. Concrete Test Reports 7 6.Weld Test Reports and Radiographs 8 7.Painting Inspection Reports 9 8.Hydrostatic Test Reports 10 9. Settlement Monitoring Reports 11 10. Density Reports for Backfill 12 G.Manufacturer Reports 13 1.Manufacturers Certificates and Field Reports 14 1.7 CLOSEOUT SUBMITTALS 15 A.Operation and Maintenance Data 16 1.Provide six (6)manuals that include operating instructions and maintenance 17 procedures for the elevated tank and all applicable appurtenant equipment, 18 mechanical components and accessories in accordance with Section 01 78 23. 19 Include tank information; dimensioned drawings, piping diagrams and design data. 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE 22 A.Failure to meet the qualification requirements is failure to fulfill the Contract. 23 1.Prequalification Submittal: 24 a. Tank Contractors must submit prequalifications in accordance with Section 00 21 25 13 and 00 45 11. 26 1)Prequalifications must be received by the City no later than fourteen(14) 27 days prior to the date of the opening of the bids. 28 2)The City will provide a list of prequalified tank contractors seven(7) days 29 prior to the date of the opening of bids. 30 2. Prequalification Requirements: 31 a. Composite Elevated Storage Tank Contractor(AWWA D107) 32 1)Contractor must meet the requirements of Section 00 45 11. 33 2)Contractor bidding this work shall be a specialist in the design and 34 construction of composite elevated storage tank in accordance with AWWA 35 D107 or AWWA D 100, and shall have constructed(in the company's own 36 name) a minimum of ten(10)such structures of 1 MG or greater which have 37 been in successful service for a minimum of five(5) years. 38 1 The Contractor shall furnish evidence of successful experience by including project 39 owner, project name, location, tank dimensions, soil conditions, and any claims and 40 resolutions. Owner's representative with address and telephone number shall be 41 provided. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. I 33 16 19-6 COMPOSITE ELEVATED WATER STORAGE TANK Page 6 of 26 1 B.Certifications 2 1.Provide certification from the engineer of record that the elevated tank has been 3 designed in accordance with the requirements of the specification. 4 2.Provide certification that the project has been constructed in accordance with the 5 contract documents, specifications and approved submittals. 6 3.Provide certification that testing and inspection requirements of 3.07 have been 7 performed and the results comply with the requirements of the specification. 8 4.Provide shop and field weld procedures for all structural joints on the steel tank and 9 the name of the certified welding inspector(CWI)that will perform spot 10 inspections of the shop and field welding process. 11 1.10 DELIVERY, STORAGE,AND HANDLING 12 A.Delivery and Acceptance Requirements 13 1. The Contractor shall handle materials and fabricated components in a manner that 14 will protect them from damage. 15 2.Allow painted materials adequate cure time prior to stacking or shipping. 16 B.Storage and Handling Requirements 17 1. Protect delivered materials and equipment from damage. Store in well-drained areas 18 and provide blocking to minimize contact with the ground. Repair any surfaces that 19 show evidence of deterioration or contamination. 20 2.All appurtenances shall be stored in accordance with the manufacturers' 21 recommendation. 22 1.11 FIELD CONDITIONS 23 A.Permits and Easements 24 1. Permits, licenses, and easements required for permanent structures, changes in 25 existing facilities or advancement of the construction as specified, shall be secured 26 and paid for by the City prior to the start of construction. These include building 27 permits, airspace authority approval, site access easements, highway crossing 28 permits, etc. 29 2.Licenses or permits of a temporary nature required by specific trades shall be the 30 responsibility of the Contractor. 31 B.Existing Conditions 32 1.A geotechnical investigation has been carried out at the site. The foundation 33 recommendations are included in the report prepared by the Geotechnical Engineer 34 for bidding purposes only. The Contractor shall be responsible for performing an 35 additional geotechnical investigation as described in Section 3.3.13 herein. 36 C.Access 37 1.The Contractor shall provide an all-weather access from public and gas roads to the 38 tank site for construction equipment and City maintenance vehicles. 39 1.12 WARRANTY 40 A.Manufacturer Warranty 41 1.Manufacturer's Warranty shall be in accordance with Division 1. CI'T'Y OF FORT WORTH WESTSIDE V-PART 1 -ELE VATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJ ECTS City Project No.100378 April 2017 ADDENDUM No.I 33 16 19-7 COMPOSITE ELEVATED WATER STORAGE TANK Page 7 of26 I B.Warranty Documentation 2 1.The Contractor shall guarantee the structure, appurtenant equipment and accessories 3 provided under this section against defective design,workmanship or materials for 4 a period of two years from the date of final completion in the contract Maintenance 5 Bond. If notified within this period, the Contractor shall repair any defects at no 6 cost to the City. Defects caused by damaging service conditions are not covered. 7 2.All guarantees for materials, equipment and accessories provided under this section 8 shall be obtained by the Contractor and submitted. 9 PART 2 -PRODUCTS 10 2.1 OWNER-FURNISHED [NOT USED] 11 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 12 A.Manufacturers 13 1. Only manufacturers prequalified per Section 1.09 will be considered. 14 B.Description 15 1.The Composite elevated tank shall consist of the following: foundation, reinforced 16 concrete support structure and a welded steel water tank. The support structure shall I7 extend vertically from the foundation as a circular concrete wail. A domed concrete 18 slab shall be provided as structural support for the steel tank within the perimeter of 19 the wall. A reinforced concrete ring beam shall be provided to connect the steel 20 tank, concrete dome and concrete support wall. The elevated tank shall be in 21 accordance with the dimensions and details required by these specifications and 22 drawings. 23 2. Regulatory Requirements 24 a. The standards, specifications,procedures, codes and regulations of the entities 25 referenced in Paragraph 1.02 shall be observed and followed as applicable and 26 as specified. 27 b. The elevated tank shall be designed and constructed in compliance with the 28 governing building code and with other applicable federal, state and local 29 regulations. 30 c. Personnel safety equipment shall be provided in accordance with OSHA 31 requirements and manufacturers documentation. 32 C.Performance/Design Criteria 33 1, Operating Parameters 34 a. Minimum capacity within operating range 1,000,000 gallons 35 b. Maximum operating range 35.00 R 36 c. Elevation 37 1)Overflow/top capacity level 1190.00 ft 38 2)bottom capacity level 1155.00 ft 39 Q 3)grade slab 4072,00 ft 1072.50 ft 40 4)final ground 1071.50 Per Site Grading Plan 41 d. Inlet/Outlet Pipe Diameter 24 in. 42 e. Overflow Pipe Diameter 18 in. 43 f. Maximum fill and drain rate 15,000 gpm CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.1 33 16 19-8 COMPOSITE ELEVATED WATER STORAGE TANK Page 8 of 26 1 2. General Design 2 a. Design Standards -The structural design of the elevated storage tank shall 3 conform to the following design standards except as modified or clarified by this 4 section. 5 ()Foundations and Support Structure: AWWA D107 6 2)Composite Elevated Tank: AWWA D 107 7 b. Design Parameters -The applicable design parameters are: 8 1)Seismic Design in accordance with ASCE 7 9 2)Design Wind Speed 120 mph 10 3)Design Snow Load minimum 25 psf and in accordance with AWWA D 107 11 3.Design Loads 12 a. Design loads shall be in accordance with AWWA D107 and ASCE 7. 13 1)Dead load shall be the estimated weight of all permanent structural 14 components, attachments, and equipment. 15 2)Water load shall be the weight of water when the tank is filled to 16 overflow/top capacity level. 17 3)Roof live load in addition to snow load: none. 18 4)Roof snow load shall be determined in accordance with AWWA D107. 19 Ground snow load shall be determined from Figure 7-1 in ASCE 7. 20 5)Wind loads shall be in accordance with ASCE 7 for wind exposure category 21 C, and basic wind speed in accordance with Figure 26.5-1B in ASCE 7, and 22 shall not be less than 120 mph. 23 6)Horizontal and vertical seismic loads shall be in accordance with AWWA 24 D107 and the Site Class as determined in Chapter 20 ASCE 7. 25 a) Importance factor I= 1.50. 26 b)Response Modification Coefficient R<3.0 27 4. Combination of Loads 28 a. The effect of combination of loads shall be considered in accordance with 29 AWWA D 107. 30 D.Materials 31 1. Reinforced Concrete 32 a. Concrete materials and reinforcement shall comply with ACI 318, except as 33 modified in this section. 34 2. Steel Tank 35 a. Steel tank components, including steel plates, sheets, structural shapes and filler 36 metals shall be in accordance with AWWA D107. 37 3. Piping and Fittings 38 a. All materials to come in contact with potable water shall be tested in accordance 39 with NSF 61. Piping and fittings shall conform to: 40 1)Steel Pipe AWWA C200 41 2)Ductile Iron Pipe AWWA C150&C151 42 3)Ductile Iron Fittings AWWA C 110 43 4)Concrete Pressure Pipe, Bar-Wrapped Steel Cylinder Type AWWA C303 44 5)PVC Pipe AWWA C900/C905 45 E.Concrete Foundation 46 1. See Section 1.6 for independent third party geotechnical report requirements for 47 foundation design. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.I 33 16 19-9 COMPOSITE ELEVATED WATER STORAGE TANK Page 9 of 26 1 2. The concrete foundation shall be designed in accordance with AWWA D107. 2 3.Minimum compressive strength of 4,000 psi at 28 days 3 4. Service load reinforcement tension stress shall not exceed 30,000 psi under dead plus 4 water load unless flexural cracking is otherwise controlled in accordance with 5 alternate provisions outlined in AWWA D107. 6 5.Pipe cover specified in the drawings dictates minimum foundation depth in addition 7 to AWWA D107. 8 F.Concrete Support Structure(Pedestal) 9 1.The cast-in-place concrete support structure shall be designed in accordance with 10 AWWA D 107 and ACT 318. 11 2.Minimum compressive strength of 4,000 psi at 28 days 12 3. Maximum water-cementitous material ratio of 0.50. 13 4.Maximum specified compressive strength of concrete for the wall and dome shall be 14 6,000 and 5,000 psi respectively 15 5.Minimum concrete cover to reinforcement shall be per ACT 318, Section 7.7.1.,but 16 not less than 1-inch. 17 6. Support Wall 18 a. Reinforced concrete with a minimum thickness of 8 inches exclusive of any 19 rustication or architectural relief. 20 b.Wall thickness shall be provided such that the average compressive stress due to 21 the weight of the structure and stored water is limited to 25% of specified 22 compressive strength, but not greater than 1000 psi. 23 c. A minimum total wall reinforcement of 0.15%vertically and 0.20% horizontally 24 shall be distributed approximately equally to each face. For horizontal 25 reinforcement utilizing No. 6 bars and larger,minimum total wall reinforcement 26 shall be 0.25%. 27 7. Tank Floor 28 a. Tank floor shall be a reinforced concrete dome not less than 8 inches thick. 29' b. The average compressive stress due to the weight of the structure and stored 30 water shall not exceed 13% of the specified compressive strength, nor greater 31 than 600 psi. 32 c. Minimum total reinforcement in orthogonal directions shall be 0.40%distributed 33 approximately equally to each face. Additional reinforcement shall be provided 34 as required for stress caused by edge restraint effects. 35 8. Openings 36 a. Openings shall be designed in accordance with AWWA D107. 37 b. Openings 8 ft. 0 in. or wider used for vehicle access shall be strengthened against 38 vehicle impact and local buckling by means of an internal buttress located on 39 each side of the opening. The buttress shall consist of a thickened, reinforced 40 concrete wall section that is integrally formed and placed with the support wall. 41 The buttress section shall be not less than 3 ft. 0 in. wide and 6 in. thicker than 42 the nominal wall dimension. 43 G.Conerete Support Structure/Steel Tank Interface 44 1. Interface Region CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.I 33 1619-10 COMPOSITE ELEVATED WATER STORAGE TANK Page 10 of 26 1 a. The interface region includes those portions of the concrete support structure and 2 steel tank affected by the transfer of forces from the tank floor and steel tank 3 floor to the concrete support wall. This includes a ring-beam and connection 4 details. 5 b. The Interface Region shall be designed in accordance with AWWA D 107. 6 c. The geometry of the interface shall provide for positive drainage and not allow 7 either condensate or precipitation to accumulate at the top of the concrete wall 8 or ring-beam. 9 2.Ring-beam 10 a. Ring-beam design shall be in accordance with AWWA D107 and consider 11 unbalanced forces from the following: 12 1)Steel tank cone 13 2)Steel concrete dome 14 3)Load conditions varying with water level 15 4)Eccentricity of loads resulting from design geometry 16 5)Allowance for variations due to construction imperfection and tolerance. 17 b. The ring-beam shall be reinforced concrete with a nominal width and height of at 18 least two times the support wall thickness. 19 c. Minimum circumferential reinforcement shall be 0.40%of the gross concrete 20 area. 21 d. For direct tension, reinforcement shall be provided such that the average service 22 load stress in tension reinforcement due to the weight of the structure and stored 23 water does not exceed 12,750 psi. 24 25 H. Steel Tank 26 1. The steel tank shall be all welded construction and shall be designed in accordance 27 with applicable sections of AWWA D107. The required capacity and dimensions 28 of the tank are noted on the drawings and in the specifications. All exposed lap 29 joints shall be fully seal welded on both sides. Drip rings shall be provided on the 30 top and bottom of the tank shell. 31 2.Plate Thickness 32 a. All members shall be designed to safely withstand the maximum stress to which 33 they.may be subjected during erection and operation. 34 b. The minimum thickness of any steel plate in contact with water shall be 1/4 in. 35 c. Plate thickness per AWWA D107. 36 3.Roof Details 37 a. The roof of the steel tank shall be conical or dome-shaped and designed in 38 accordance with AWWA D 107. 39 1)For a conical shape,the roof shall contain a slope ranging from 8:1 to 12:1. 40 The intersection of the vertical wall plate and the roof shall be configured 41 with a 2'-6"high by 1'-6"wide transition knuckle. 42 2)A flat domed roof with a 2'-6"pressed knuckle transition is also acceptable. 43 b.All structural members supporting the roof of the steel tank shall be flat bar or 44 sealed square tubular sections and located above the top capacity level. 45 c. Support beams shall be seal welded to the underside of the roof plate along the 46 entire length of the beam. CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.1 33 1619-11 COMPOSITE ELEVATED WATER STORAGE TANK Page 1 I of 26 1 2.3 ACCESSORIES 2 A.Accessories shall comply with the minimum requirements of the Specifications, Codes 3 and Standards listed in 1.3, current applicable safety regulations, and the operating 4 requirements of the structure. Design loads must meet minimum requirements of ASCE 7 5 and shall comply with OSHA 29 CFR 1910. 6 B.Ladder Access 7 1. Ladders shall be provided from the slab on grade inside the base of the support wall 8 to the upper walkway platform located below the tank floor. The tank floor 9 manhole shall be provided with ladder access from the upper platform. A ladder 10 shall extend from the upper platform through the access tube interior to the roof. 11 2. A ladder mounted on the access tube exterior shall be provided for access to the 12 tank interior, extending from the roof manhole to the tank floor. 13 3. Ladders that terminate at platforms or landings shall extend a minimum of 48 in. 14 beyond the platform elevations. A safety extension shall be provided at the top of 15 the ladder under hatch(s). 16 4. The safety extension shall be a Ladder Up Safety Post as manufactured by Bilco, or 17 approved equal. 18 5. The post shall extend 42-inches above the top of the ladder and be constructed of 19 hot dip galvanized steel. Mounting hardware shall be galvanized. 20 6. Ladders located in the concrete support structure and access tube interior shall be 21 galvanized steel. Tank interior ladders shall be coated in accordance with the tank 22 interior coating system. 23 7. Ladder side rails shall be a minimum 3/8-in, by 2 in. with a 16 in. clear spacing. 24 Rungs shall be minimum 3/4-in. diameter, spaced at 12 in. centers and plug welded 25 into holes drilled in the side rails. 26 8. Tank interior ladders shall be provided with 1-in. diameter rungs and 1/2 in. x 2-in. 27 side rails and shall be fully seal welded. Rungs shall be skid resistant. 28 9. All ladder widths shall be a minimum of 16-inches. 29 10. Ladder shall be secured to the adjacent structure by brackets located at intervals not 30 exceeding 10 ft. Brackets shall be of sufficient length to provide a minimum 31 distance of 7 in. from the center of rung to the nearest permanent object behind the 32 ladder. Ladder brackets located on the access tube exterior shall be reinforced at 33 the access tube shell so that potential ice damage is confined to the ladder and 34 bracket and not the access tube shell. 35 C.Safe Climbing Device 36 1. High strength aluminum, rigid rail safe climbing devices shall be provided on all 37 ladders. Pole or cable devices will not be accepted. Rails shall be center mounted 38 and extend from 3 ft. above the ladder bottom to the top of the ladder section. 39 Mounting brackets, fasteners and splice bars shall be provided as required for a 40 rigid installation. 41 2. Three trolleys with snap hooks shall be provided that are designed to be operated 42 with the aluminum rail. A safety body harness with front and side rings shall be 43 supplied for each trolley. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.1 33 1619-12 COMPOSITE ELEVATED WATER STORAGE TANK Page 12 of 26 1 3. Safe climbing system shall be North SAF-T-CLIMB 80704 as approved by the 2 City. 3 4. A caution sign shall be provided at the lowest point of access to the ladder requiring 4 safe climbing devices. The sign shall read"CAUTION-Safety Equipment Required 5 when Climbing Ladder". The sign shall be secured to the wall. 6 D.Intermediate Platforms 7 1. Provide intermediate offset platforms on the support wall ladder at maximum 20 ft. 8 intervals and at light locations. 9 2. Provide receptacle outlets at light locations on separate circuit than light fixture. 10 3. Platforms shall be a minimum 3 ft. x 5 ft. and provided with handrails, midrails and 11 toe plates in accordance with OSHA requirements. Grating shall be used for the 12 walking surfaces. All components shall be galvanized steel, aluminum, or stainless 13 steel. 14 E.Upper Platform 15 1. A 4 ft. wide upper walkway platform shall be located at the top of the support wall 16 to provide access from the support wall ladder to the roof access ladder located on 17 the interior of the access tube and to the inlet, outlet, and overflow piping as shown 18 in the plans. 19 2. Platforms shall be provided with handrails, midrails and toe plates in accordance 20 with AWWA D107. 21 3. Grating shall be used for the walking surface. 22 4. All components shall be galvanized steel. 23 5. A fixed lanyard shall be provided at platforms to provide fall prevention. 24 F.Support Wall Doors 25 1. Personnel door and associated finish hardware shall be in accordance with Sections 26 08 11 19 and 08 71 10. 27 2. Door locks shall incorporate a security system to assure that keys used during 28 construction will not open doors after occupancy. All locks shall be keyed in 29 accordance with the City's requirements. 30 3. Quantity and location of personnel door(s) shall be as shown on the drawings. 31 4. Overhead door shall be in accordance with Section 08 33 23. Install exterior safety 32 posts to protect the door opening. 33 5. Size, quantity and location of vehicle door(s) shall be as shown on the drawings. 34 G.Tank Openings 35 1. Floor 36 a. Provide a watertight, 30-in. diameter manhole through the tank floor. 37 b. The manhole shall open into the tank and be operable from a ladder located on 38 the upper platform and shall be designed to withstand the pressure of the tank 39 contents without leakage. 40 c. The manhole assembly shall include a stainless steel handwheel operator and 41 threaded components. 42 2. Roof 43 a. Provide two 36-in. wide square access hatches on the roof of the tank. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 16 19-13 COMPOSITE ELEVATED WATER STORAGE TANK Page 13 of 26 1 b. One hatch shall allow egress from the access tube to the roof 2 c. The second hatch, located adjacent to the first, shall allow access to the interior 3 of the tank via the Iadder mounted on the exterior of the access tube. The 4 opening shall have a minimum 4-in. curb. 5 d. Provide aluminum covers with a 2 in. down turned edge, stainless steel 6 hardware, hold open arm, and a locking mechanism. Material shall be 7 minimum 3/16-inches thick ASTM A36,or approved equal. Minimum opening 8 shall be 30 inches square. 9 e. Hatch to be Bilco E-4AL, or approved equal. 10 H.Access Tube I I 1. Provide a minimum 60-in. diameter centrally located access tube through the steel 12 tank to provide access to the tank roof from the upper walkway platform. 13 2. The access tube shall incorporate a 2 in. by 2 in. channel to collect condensation 14 that may form on the interior surface. A flexible 3/A in. PVC hose complete with 15 backflow preventer shall drain the channel to the overflow pipe. 16 1. Roof Railing/Antenna Support 17 1. A 42-in. high roof guardrail shall be provided to enclose all centrally located roof 18 accessories. 19 2. Guardrail shall be a minimum of 24 ft. in diameter. 20 3. The guardrail shall be designed for additional loads associated with the attachment 21 of eight future antennas. No antennas have been identified for placement at this 22 time. 23 4. Provide a 4-in. toeboard_and coat guardrail per the tank exterior system. 24 J. Communication and Antenna Cable Provisions 25 26 27 28 " 29 30 wall as possible. This gfffliping of eaiiduits shall serve as the pedestal 31 . 32 b. Pfavide an inteFioF Figging fail sukable for foiling tfolleys at the top of the 33 siippart wall aeeessible from the upper-phafanfh 34 » 35 36 37 . 38 ©1. Provisions for future communication and antenna cable routing are not required for 39 this project. 40 K.Antenna Conduit Slot and Feed Thru Plate 41 1. Provide antenna conduit slats and feed thru plates for future wireless seeuriby 42 6eation eendtfit as shown in the plafts. The number md afief4afiatt of the 43 44 45 Ail. Antenna conduit slots and feed thru plates are not required for this project. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 16 19-14 COMPOSITE ELEVATED WATER STORAGE TANK Page 14 of 26 1 L.Rigging Access 2 1. Provide a 24-in. x 36-in. opening at the top of the support wall. This opening shall 3 be accessible from a platform and shall provide access to the exterior rigging rail 4 located at the tankisupport wall intersection. The access opening shall be provided 5 with a hinged stainless steel cover or a removable vent in accordance in accordance 6 with Section 2.3.Q2. 7 2. A minimum 30-in. diameter opening shall be provided on the tank roof to provide 8 access to the tank interior rigging rails. This access opening may be combined with 9 a pressure/vacuum relief mechanism. 10 M. Painters Rail 11 1. Provide permanently installed painter rails suitable for rolling trolleys at the interior 12 of the tank at the wall/roof and access tube/roof connections. 13 2. Provide an exterior painters rail at the base of the tank adjacent to the support 14 s tructure. 15 N.Piping 16 1. Inlet/Outlet Pipe 17 a. Provide an inlet/outlet pipe that extends from the base of the support structure to 18 the tank floor elevation. Provide a minimum of 6-in. high removable silt stop 19 where the inlet and outlet pipes enter the tank. The bottom capacity level of the 20 tank's operating range shall be at or above the elevation of the top of the silt 21 stop. 22 b. Pipe and fitting material within the support structure shall be Schedule l OS Type 23 304L stainless steel as shown on the drawings and designed in accordance with 24 AW WA D107. Pipe material below the grade slab shall be flanged cement- 25 mortar lined ductile iron suitably retrained to prevent movement. 26 c. The inlet and outlet pipes shall be designed to support all related static and 27 dynamic loads. Suitable galvanized steel brackets, guides and hangers shall be 28 provided on the support wall and tank floor at intervals not exceeding 20 feet 29 and designed in accordance with AW WA D 107. 30 d. The inlet and outlet pipes shall be designed and constructed to accommodate any 31 differential movement caused by settlement and by thermal expansion and 32 contraction over the range of extreme temperature differences expected for the 33 support wall and pipes. The required flexibility shall be provided by an 34 expansion joint located near grade in the vertical section of pipes. 35 2. Overflow Pipe 36 a. The top of the overflow shall be located within the tank at the overflow 37 elevation. It shall run vertically beside the central access tube and extend 38 through the tank floor, at which point it shall turn 90° and run under the tank 39 floor to the support wall. This horizontal run shall be sloped to drain. The pipe 40 shall then turn 90° and run vertically beside the support wall to grade. A base 41 elbow shall direct the overflow through the support wall, where the pipe shall be 42 terminated with a flap valve and a concrete splash pad. The flap valve shall 43 open under an unseating head of 0.5-ft min. to 5 ft maximum. 44 b. Pipe material within the support structure shall be Schedule 10S Type 304L 45 stainless steel as shown on the drawings and designed in accordance with 46 AWWA D 107. If the top of overflow is located above top capacity level, the 47 tank shall be designed for the additional capacity provided by the difference. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. 1 33 16 19-l5 COMPOSITE ELEVATED WATER STORAGE TANK Page 15 of 26 I c. The entrance to the overflow pipe shall be designed for the maximum inlet flow 2 rate specified in 2.2.C. The design shall be based on the water level cresting 3 within 8 in. above the overflow elevation. A conical weir shall be provided if 4 the entrance capacity of the overflow pipe diameter is not adequate. A vortex 5 prevention device shall be used. 6 d. The overflow,shall be designed to support all related static, dynamic, and 7 thermal loads. Suitable galvanized steel brackets, guides and hangers shall be 8 provided on the support wail and tank floor at intervals not exceeding 20 ft 9 designed in accordance with AWWA D107. The overflow and weir section 10 within the tank shall be supported by the central access tube. I I e. The overflow pipe shall be designed and constructed to accommodate any 12 differential movement caused by settlement and by thermal expansion and 13 contraction over the range of extreme temperature differences expected for the 14 support wall and pipe. A layout with sufficient upper offset to accommodate 15 differential movement is acceptable. If this method is not applicable, the 16 required flexibility shall be provided by an expansion joint located near grade in 17 the vertical section of pipe. 18 3- Inlet/Outlet and Overflow Piping Connection 19 a. Provide an 8 in. lateral pipe with gate valve with hand wheel that connects the 20 inlet and overflow near grade to provide a means of draining the tank. 21 4. Stainless Steel Pipe--Other Requirements 22 a. Pipe, fittings and flange thickness shall be in accordance with the manufacturers 23 certified pressure rating for the applicable service pressures. The design 24 pressure rating shall be 150 psi minimum except for overflow piping. 25 b. Pipe and fittings shall be Type 304L stainless steel fabricated from material 26 meeting the requirements of ASTM A-240. Fabrication, inspection, testing, 27 marking, and certification of pipe and fittings shall be in accordance with ASTM 28 A-778 and A-774 respectively. Backing flanges shall be in accordance with 29 ASTM A285-C drilled to ANSI 1316.5 Class 150. Pipe, fittings and welds shall 30 be cleaned and passivated. 31 c. Dielectric flanged fittings (isolation kits) shall be provided between any 32 connections of stainless steel and steel or ductile iron. 33 d. Final stainless steel piping shall be free of rust.Any rust must be removed by the 34 Contractor. 35 O.Floor Drain 36 1. Floor drains shall be installed on the ground floor as shown in the plans. Floor 37 Drains shall drain to gravel pit minimum of 20 feet from base of tank. 38 P.Tank Drain 39 1. A tank drain shall be provided to completely drain the tank contents if the 40 inlet/outlet pipe does not intersect the law point of the tank. A four-inch drain pipe 41 located at the low point of the tank bowl floor shall be fitted with a threaded plug 42 with a stainless-steel or bronze ball valve with a tee handle. Flexible stainless-steel 43 piping with a 90-degree sweep shall connect and drain to the overflow pipe. 44 Q.Ventilation 45 1. Tank Ventilation CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. 1 33 16 19-16 COMPOSITE ELEVATED WATER STORAGE TANK Page 16 of 26 1 a. Three(3)tank vents shall be provided, one located centrally on the tank roof 2 above the maximum weir crest elevation, and the others as shown on the Plans. 3 Vents shall consist of stainless steel or aluminum components, including a 4 support frame, screened area and cap. The support shall be fastened to a flanged 5 opening in the tank roof. The vent cap shall be provided with sufficient 6 overhang to prevent the entrance of wind driven debris and precipitation. A 7 minimum of 4 in. shall be provided between the roof surface and the vent cap. 8 b. Each tank vent shall have an intake and relief capacity sized to prevent 9 excessive pressure differential during the maximum flow rate of water, either to entering or leaving the tank. The overflow pipe will not be considered as a vent. 11 The maximum flow rate of water entering the tank is specified in 2.2.C. The 12 maximum flow rate of water exiting the tank shall be calculated assuming a 13 break in the inlet/outlet at grade when the tank is full. The vent shall be 14 provided with an insect screen meeting TCEQ requirements. Vent capacity shall 15 be determined based on open area provided by the screen. 16 c. In addition to venting, a pressure/vacuum relief mechanism shall be provided 17 that will operate in the event of vent failure. The mechanism shall be designed 18 to return automatically to its original position after operation. The 19 pressure/vacuum relief mechanism shall be located on the tank roof above the 20 maximum weir crest elevation, and it may be incorporated in the vent assembly. 21 2. Support Structure Ventilation 22 a. Ventilation within the support structure shall comply with the governing 23 building code requirements, based on occupancy classification. As a minimum, 24 one louvered vent shall be provided at the top of the support wall. This vent 25 shall be accessible from the upper platform and may also be designed to provide 26 access to the exterior rigging rails located at the tank/support wall intersection. 27 Vents shall be accessible from the interior ladders,platforms or floors provided. 28 Vents shall be stainless steel or aluminum and provided with a removable insect 29 screen. 30 R.Interior Floors 31 1. Slab on Grade 32 a. Provide a minimum 6 in. thick, 3500 psi concrete floor slab in the base of the 33 support structure in accordance with ACI 318. The slab should be designed for 34 a minimum Iive load of 100 psf. The slab shall be supported on select fill or 35 constructed as a structural slab and shall have minimum#4 reinforcing steel at 36 12 in, centers each way. If supported on granular fill, a minimum 6-inch thick 37 layer of granular material shall be provided on top of the proposed subgrade 38 prior to tank floor construction, to a tolerance of+0, -1/2 inch of the bottom of 39 the floor and footing elevation. Compact all fill materials to 95% standard 40 Proctor density. The granular material shall extend 1-foot beyond the footing. 41 The granular material shall be a well graded crushed rock with 100%passing 1" 42 and not more than 8%passing No. 200 U.S. sieve. Provide 1/2 in. expansion 43 joint between floor slab and support wall and at pipes and supports that extend 44 through the floor. Place cap strip and sealant over the expansion joint. Provide 45 1 3/4 in. deep sawed contraction joints at 12' maximum centers. The slab shall be 46 sloped at 0.5%toward the overhead door and/or floor drain for drainage. Floor 47 shall contain a troweled finish. 48 S.Level Monitoring CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROTECTS City Project No. f 00378 April 2017 ADDENDUM No.I 33 1619-17 COMPOSITE ELEVATED WATER STORAGE TANK Page 17 of 26 1 1. Provide three(3)314 in. couplings welded to the inlet pipe 5 ft. above grade. Each 2 coupling shall be provided with a stainless steel nipple and an isolation gate valve. 3 2. Pressure Gauge 4 a. Provide two(2)pressure gauges in accordance with ASME B40.1 Grade 2A. 5 The dial shall be 4 112 in. diameter with black markings on white background. 6 Pressure range is 0-100 psi and 0.230 feet of water, calibrated at intervals of two 7 feet, or less. 8 b. Install gauges on each side of inlet control valve, four feet above the finished 9 floor. 10 T.Lightning Protection 11 1. Refer to Division 26 for general lightning protection. 12 2. Lightning protection for obstruction lights shall consist of an air terminal mounted 13 on the support and formed to fit around the fixture. The 1/2 inch diameter copper 14 air terminal shall extend a minimum of 10 inches above the light fixture and shall 15 connect to a copper conductor that terminates in a bonding plate secured to the tank 16 roof. 17 U.Nameplate 18 1. Provide a bronze tank nameplate with raised lettering on the exterior of the pedestal 19 near the personnel door. The lettering width shall be a minimum of'/4 in. The 20 Contractor shall submit a layout of the nameplate for approval. The following 21 information shall be displayed on the nameplate: 22 a. City of Fort Worth,Texas 23 b. 1.0 Million Gallon Elevated Tank 24 c. Year 25 d. Tank Dimensions Including: 26 e. Tank Diameter&Head Range 27 f. Height to Overflow/Elevation Pedestal Diameter M.S.L. 28 g. Contractor's Name 29 h. Consultant's Name 30 V.Antenna Provisions 31 1. No pedestal penetrations for future antenna/communications conduit will be 32 installed for this project. 33 W. Obstruction Lighting 34 1. Obstruction lighting shall be provided in accordance with FAA standards. The 35 obstruction light shall be centrally Iocated on the roof of the tank above all 36 permanent installations. It shall be a steady burning, dual fixture type with a lamp- 37 out relay switch. The fixture shall be weather sealed, corrosion resistant with 38 aluminum base and housing. Red globes with 116-watt clear traffic signal lamps 39 rated at 8000 hour life shall be provided. A pilot light located near the electrical 40 panel shall be provided to indicate when the primary bulb has failed. 41 X.Hoist Assembly 42 1. A Hoist Assembly shall be provided with a pulley system and rope which can be 43 used to hoist materials from the tank floor to the upper walkway platform. The hoist 44 assembly shall be rated for a minimum load of 500 pounds, or directed by the City. CITY OF FORT WORTH wESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. I 33 16 19-18 COMPOSITE ELEVATED WATER STORAGE TANK Page 18 of 26 1 Y.Electrical and Lighting 2 1. Electrical and Lighting shall be provided in accordance with Division 26 and the 3 drawings. At a minimum, provide heavy-duty, corrosion-resistant, three-wire 4 duplex receptacle outlets adjacent to the power distribution marvel, at the upper 5 platform, in the top of the access tube, and other locations indicated on the 6 drawings. 7 2. All work shall be performed and all materials shall be provided in accordance with 8 national Electric Code and governing electrical, safety and inspection codes, 9 regulations and ordinances. 10 Z.Pedestal Interior Finishes, Mechanical, and Plumbing 11 1. Interior finishes, mechanical, and plumbing for the tank pedestal shall be provided 12 in accordance with the drawings and other specifications in these Contract 13 Documents. 14 AA. Steel Tank Painting 15 1. The paint system schedules of Section 09 97 14 Steel Water Storage Tank Coating 16 shall apply to all exposed interior and exterior surfaces of the steel tank including 17 steel accessories and appurtenances. Galvanized, stainless steel and concrete 18 surfaces are not coated. Colors and location of the logo shall be selected by the 19 Owner. 20 2.4 SOURCE QUALITY CONTROL 21 A.Tests and Inspections 22 1. Review mill test certifications of all steel plate, structural components and 23 reinforcement to ensure compliance with specification requirements. 24 2. Provide inspection of shop fabricated components in accordance with AWWA 25 D 107. 26 PART 3 - EXECUTION 27 3.1 INSTALLERS fNOT USED] 28 3.2 EXAliIINATION 29 A.Evaluation and Assessment 30 1. Foundation Excavation 31 a. The foundation bearing surface and excavation shall be inspected by a 32 representative of the geotechnical engineer prior to foundation construction. 33 Verification of the applicable design and construction recommendations are 34 required. The geotechnical engineer shall be retained by the Contractor and 35 approved by the City. After verification of the foundation bearing surface, 36 provide a 2-inch thick concrete working slab within the lower excavation limits. 37 Grade the site to prevent runoff from entering the excavation. 38 2. Environmental Conditions 39 a. Prior to performing any work, verify the expected temperature, humidity and 40 weather conditions are within the specified limitations for executing the work. 41 3. Elevated Tank.Components CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS--WATER FACILITY PROTECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 1619-19 COMPOSITE ELEVATED WATER STORAGE TANK Page 19 of 26 1 a. After completion of each major component and prior to proceeding with the next 2 stage of construction, verify that tolerance inspections and material quality 3 control tests conform to the requirements of Section 3.7. 4 3.3 PREPARATION [NOT USED? 5 3.4 INSTALLATION 6 A.Reinforced Concrete Construction 7 1. Reinforcement 8 a. Fabrication,placement, development and splicing of reinforcement shall be in 9 accordance with ACI 318 and ACI 117. 10 2. Formwork I 1 a. Formwork design, installation and removal shall comply with the minimum 12 requirements of ACT 318 and ACI 117 and with the applicable requirements of 13 ACI 347. 14 b. Forming systems shall be designed with the provision of ties and bracing such 15 that concrete components conform to the correct dimensions, shape, alignment 16 and elevation without leakage of mortar. Formwork systems shall be designed 17 to safely support all loading conditions. Embedded items shall be properly 18 positioned and secured. Form surfaces shall be cleaned of foreign materials and 19 coated with a release agent prior to placing reinforcement. 20 3. Concrete 21 a. Concrete proportioning, production,placement, quality control and curing 22 procedures shall comply with AWWA D107. Concrete shall satisfy the specific 23 structural, durability and architectural requirements of the completed 24 components. 25 b. Proportioning 26 1) The proportions of materials for concrete shall be established to provide 27 adequate workability and proper consistency to permit concrete to be worked 28 readily into the forms and around reinforcement without excessive 29 segregation or bleeding. Unless otherwise specified, concrete without high 30 range water reducer shall be proportioned to produce concrete slumps at the 31 point of placement between 2 and 4 in. If high-range water reducer is used, 32 concrete slump prior to addition shall be 3 to 4 in. The slump, after addition 33 of high range water reducer, shall be a maximum of 7 in. Air shall be 34 entrained to provide concrete with 3.5%to 6.5% air content. 35 c. Production 36 1) Concrete that arrives at the project with slump below that suitable for 37 placing,may have water added within the limits of the maximum permissible 38 water-cement ratio. Maximum slump shall not be exceeded. The water shall 39 be incorporated by additional mixing equal to at least half of the total mixing 40 time required. For concrete with site-administered high range water reducer, 41 the preplasticized minimum slump requirement shall be attained as 42 permissible by addition of water and mixing prior to the addition of the water 43 reducer. 44 d. Placement CITY OF FORT WORTH WESTSIDE V-PART l --ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. 1 33 16 19-20 COMPOSITE ELEVATED WATER STORAGE TANK Page 20 of 26 1 1) Prior to concrete placement, all snow, ice,water or other foreign material 2 shall be removed from the spaces that the concrete will occupy. Concrete 3 shall be deposited in its final position in accordance with ACI 318. Drop 4 chutes shall be used in walls and columns to prevent free-fall of the concrete 5 and to allow the concrete to be placed through the cage of reinforcing steel 6 without form splatter. These shall be moved at short intervals to prevent 7 stacking of concrete. 8 e. All concrete shall be consolidated by vibration so that the concrete is thoroughly 9 worked into the corners of forms and around the reinforcement and embedded 10 items to eliminate all air or stone pockets which may cause honeycombing, 11 pitting, or planes of weakness. Internal vibrators shall be the largest practical 12 size that can be used in the work and they shall be operated by competent 13 workmen. 14 4. Weather 15 a. Concrete shall not be placed during precipitation or extreme temperatures unless 16 protection is provided. 17 b. During cold weather the recommendations of ACI 306 shall be followed. 18 c. During hot weather the recommendations of ACT 305 shall be followed. 19 B.Foundation 20 1. Excavation 21 a. Depth of excavation shall be based on the foundation type recommended by the 22 Geotechnical Engineer. Grade the site to prevent runoff from entering the 23 excavation. 24 b. Bearing surface must be unfrozen, and free of standing water and deleterious 25 material. 26 2. Concrete Construction 27 a. For shallow foundations, reinforcement placed adjacent to a concrete working 28 slab shall have a 2 in. minimum cover, and shall be supported by precast 29 concrete block, metal or plastic bar supports. 30 b. Formwork shall be in accordance with AWWA D 107. The sides of foundations 31 shall be formed using any suitable system conforming to ACI 318. Earth cuts 32 shall not be used as forms for vertical surfaces. Tap forms shall be provided on 33 top sloping surfaces steeper than 2.5 horizontal to I vertical. Straight form 34 panels may be used to form circular foundation shapes. The minimum design 35 radius shall be maintained at all sections. 36 3. Finish 37 a. Formed surfaces shall have a smooth form finish when exposed and a rough 38 form finish when not exposed. Defects and the holes shall be patched. 39 b. Unformed surfaces shall have a troweled finish when exposed and floated finish 40 when not exposed. 41 4. Backfill 42 a. Backfill foundation in lifts not to exceed 6 in. in depth to the grade established 43 on the plans. Within the concrete support wall, compact each lift to 98% 44 standard proctor density per ASTM D698. Outside of the concrete support wall, 45 compact each lift:to 95%of standard Proctor density. Place compacted backfill 46 evenly all around the tank. Compaction by ponding or jetting is not acceptable. CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 1619-21 COMPOSITE ELEVATED WATER STORAGE TANK Page 21 of26 1 b. Excavated material meeting site grading specifications may be used to complete 2 site grading. Remove and dispose of all undesirable or excess materials. 3 C.Concrete Support Structure 4 1. Architectural Concrete Construction 5 a. The exposed exterior surface of the concrete support wall is designated 6 architectural concrete. The concrete and formwork requirements of this section 7 shall be strictly enforced to ensure concrete of the highest practicable structural 8 and architectural standards. Concrete proportioning,placing, and finishing shall 9 be in accordance with the ACT 301, Chapter 18, except as modified by this 10 Section. Formwork design, installation and removal shall comply with the 11 minimum requirements of ACT 318, ACI 117 and the applicable requirements of 12 ACI 347, except as modified by this Section. 13 b. Attention shall be given to ensure the same concrete design mix is used 14 throughout the support wall. The proportion, type and source of cement and 15 aggregates shall not be changed. Uniform moisture content and placing 16 consistency shall be maintained. 17 c. Place all wall concrete vertically and directly inside the reinforcement cage with 18 drop chutes to prevent form splatter and surface finish variation. Placement 19 methods that introduce concrete horizontally through wall reinforcement are 20 prohibited. Vertical pour rate shall be a minimum of 15 feet per hour. 21 d. ,Support wall reinforcement shall be installed with plastic supports. Maximum 22 spacing of supports for welded wire fabric shall be 5 ft. centers, horizontal and 23 vertically. 24 e. Forming systems shall be curved and consist of prefabricated form segments. 25 Design system with the provision of ties, supports, and bracing such that 26 concrete components conform to the correct dimensions, shape, alignment and 27 elevation. Formwork must be designed for full-height plastic concrete head 28 Iateral pressure, construction loads, and wind loads in accordance with AW WA 29 D107. Embedded items shall be properly positioned and secured. Form 30 surfaces shall be thoroughly cleaned of concrete residue and coated with a 31 release agent prior to placing reinforcement. Do not allow excessive release 32 agent to accumuiate on the form. Steel forms shall be coated with a non- 33 staining, rust-preventative form oil or otherwise protected. Rust-stained steel 34 formwork shall not be used. 35 £ The forming system for the pedestal wall shall be fully engineered and detailed 36 with procedures to meet the increased demands of architectural concrete. The 37 support wall shall be constructed with a jump form process using form segments 38 prefabricated to match the wall curvature. Form panels shall extend the full 39 height of the concrete pour-using only vertical panel joints. Form system shall be 40 designed to lap and be secured to the previous wall pour. The space between the 41 form and the previous pour shall be sealed to prevent grout leakage. Wall forms 42 shall incorporate a positive means of adjustment to maintain dimensional 43 tolerances specified. Wall forms shall be adjusted for vertical plumb and 44 circularity and locked into position with through wall form ties prior to concrete 45 placement. Working platforms that allow safe access for inspection and 46 concrete placement shall be provided. Form facing material shall be.metal, or 47 plywood faced with plastic or fiberglass. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROTECTS City Project No.100378 April 2017 ADDENDUM No.1 I I 33 16 19-22 COMPOSITE ELEVATED WATER,STORAGE TANK Page 22 of 26 1 g. The form system shall incorporate a uniform pattern of vertical and horizontal 2 rustications to provide architectural relief to the exterior wall surface. 3 Rustication strips shall be scaled to the form face to eliminate the grout leakage 4 that results in broken corners, color variations and rock pockets. Broken edges 5 and chamfers will not be accepted. All construction joints and panel joints shall 6 be located in rustication. Vertical panel joints shall be sealed using closures, 7 which combine with the form pattern to prevent grout leakage and panel joint 8 lines. All joints shall be grout tight. The vertical and horizontal rustication 9 shall be proportioned and combined to impart a symmetrical architectural 10 pattern to the completed structure. Form ties shall be located in a uniform 11 pattern. No architectural form treatment is required on the interior surface. 12 h. Support wall concreting shall incorporate segmented placement procedures. 13 Temporary vertical bulkheads shall divide the wall pour into segments 14 corresponding to a single batch(truckload) of concrete. The bulkheads shall be 15 located at rustications,braced rigid and tight to maintain vertical alignment 16 under concrete load without grout leakage. Wall segment concrete shall be 17 placed continuously to full form height from a single load. Placement from 18 multiple batches is not permitted. Temporary bulkheads shall not be removed 19 until adjacent concrete is placed. Support wall concreting operations shall occur 20 a maximum of once per day. Multiple form movements and concrete placements 21 within a day are not permitted. 22 i. Wall forms shall not be disturbed or removed until the concrete has attained 23 sufficient strength to prevent forming operations or environmental loads from 24 causing surface damage or excessive stress. Form removal shall be based on 25 early age concrete strength testing. The minimum concrete strength shall be 26 established by the Contractor, based on an analysis of stress at critical stages 27 throughout the forming and concrete operations. Early age concrete testing shall 28 be in accordance with ACI 228.1 R-89. Pull Out testing in accordance with 29 ASTM C 90099,Maturity Method testing in accordance with ASTM C 1074- 30 93, or field cured cylinders compressive strength tested in accordance with 31 ASTM C 172 are the acceptable methods to determine early concrete strength. 32 j. The formwork system for the domed structural floor shall be designed to support 33 all construction loads. Unsymmetrical placement of concrete shall be 34 considered in the design. Adequate shoring and bracing shall be provided to 35 transfer loads without appreciable movements. Form surfaces shall be steel, 36 plastic or fiberglass coated material. Shoring and forms for the structural dome 37 slab shall remain in place until the concrete has gained sufficient strength to 38 carry the floor weight without damaging deflections. A camber should be 39 provided to meet tolerances, if needed. 40 k. Concrete surfaces shall be protected in accordance with the recommendations of 41 ACI 306 until the component attains 70% of the specified compressive strength. 42 At this time,protection may be removed subject to the allowable temperature 43 differential. A reasonable temperature differential shall be defined, based on 44 component thickness and restraint conditions. 45 2. Finish CITY OF FORT'WORTII WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 1619-23 COMPOSITE ELEVATED WATER STORAGE TANK Page 23 of 26 1 a. Provide a smooth form finish without rub for the interior and exterior support 2 wall. Tie holes shall be plugged using grout on the interior and manufactured 3 plugs on the exterior which match the color of the cured concrete as closely as 4 possible. Provide a light sandblast to the exposed exterior concrete support wall 5 surface. 6 b. Provide a smooth form finish without rub for the interior dome slab. The 7 unformed surface shall have a floated finish. 8 c. No tie holes, defects voids larger than 3/8-in. diameter or fins shall be visible on 9 the interior or exterior of the concrete support structure, as viewed from grade. 10 All concrete surfaces shall be cleaned as required to remove surface 11 contamination. 12 3. Dimensional Tolerances 13 a. Support structure concrete construction shall conform to AWWA D107, and the 14 following: 15 b. Variation in thickness: 16 wall -3.0%to+5.0% 17 dome -6.0% to+10% 18 slab -3.0% to+5.0% 19 c. Support wall variation from plumb: 20 in any 5 feet of height 3/8 inch 21 in any 50 feet of height 1 inch 22 maximum in total height 2 inches 23 d. Support wall diameter variation 0.4% 24 not to exceed 3 inches 25 c. Dome floor radius variation 1.0% 26 f. Level alignment variation: 27 from specified elevation I inch 28 from horizontal plane 1/2 inch 29 g. Offset between adjacent pieces of formwork: 30 exterior exposed surfaces 1/8 inch 31 interior exposed surfaces 1/4 inch 32 4. Mock Up Panel 33 a. A mock up panel shall be constructed using the proposed form work, concrete 34 and placement methods. Minimum size will be 4 ft. wide by 7 ft. high. This 35 panel shall be agreed upon by the City and Contractor as the reference standard 36 with which to judge surface quality, appearance and uniformity of texture and 37 color. 38 b. Review and acceptance of formed concrete surface must be made immediately 39 upon form removal. Succeeding pours shall not be place until the most recent 40 wall pour has been stripped and the form surface approved. The Contractor 41 shall be responsible to inform the City as to the pour schedule. City shall not 42 delay the Contractor by lack of attendance. 43 c. Concrete with surface defects exceeding limitations specified herein or not 44 meeting the standard represented by the mock-up panel shall be repaired to meet 45 that standard, or removed and replaced at the expense of the Contractor. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 I ADDENDUM No. 1 33 16 19-24 COMPOSITE ELEVATED WATER STORAGE TANK Page 24 of26 1 D.Steel Tank 2 1. Welding 3 a. Welding procedures and general welding requirements shall be per AWWA 4 D 10 7 in accordance with written weld procedure specifications (VVPS) 5 complying with ASME Section IX or AWS B2.1. 6 b. No structural welding is permitted to any steel embedded in hardened concrete, 7 unless the weld is at least 2 ft. from the embedment interface. 8 c. Grinding of weld contour shall approximate Condition"D" of NACE Standard 9 RP0178. 10 2. Fabrication 11 a. Layout, cutting, forming, edge preparation and workmanship for steel tank 12 components and fabrications shall be in accordance with AWWA D 107. 13 3. Tank Erection 14 a. Steel tank erection procedures and general requirements shall be in accordance 15 with AWWA D107. 16 4. Tolerances 17 a. Steel tank tolerances shall be in accordance with the requirements of AWWA 18 D107. 19 b. Steel cone shall be constructed to the following tolerance. The deviation from 20 the theoretical conical surface shall not exceed 0.032�RT,when measured in the 21 radial direction over length 4gRT, where R is the radius normal to the plate 22 surface at the point of consideration, and T is the plate thickness. 23 5. Grouting 24 a. The interface between the steel tank floor plate and the supporting structural 25 concrete slab shall be constructed with a minimum 1 in. void. Subsequent to 26 testing, the void shall be filled with a flowable grout mix. 27 6. Hydrostatic Testing 28 a. Provide Iead testing and settlement monitoring in accordance with AWWA 29 D 107. 30 E.Steel Tank Painting 31 1. Surface Preparation 32 a. The surface preparation and paint application requirements of Section 09 97 14 33 shall apply to all exposed interior and exterior surfaces of the steel tank 34 including steel accessories and appurtenances. Galvanized surfaces are not 35 included. 36 b. Shop cleaning and priming of steel is acceptable per the conditions of Section 09 37 9714. 38 3.5 [REPAIR] / [RESTORATION] [NOT USED] 39 3.6 RE-INSTALLATION [NOT USED] 40 3.7 FIELD QUALITY CONTROL 41 A.Field Tests and Inspections 42 1. Concrete Testing and Inspection 43 a. The evaluation and acceptance of concrete shall be in accordance with AWWA 44 D 107, except as modified in this section. CITY OF FORT WORTH W ESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No. 100378 April 2017 ADDENDUM No.1 33 1619-25 COMPOSITE ELEVATED WATER STORAGE TANK Page 25 of 26 1 b. Tests for slump and air content shall be made for each truck to check for 2 conformance with Section 2.2. Measurements shall be taken prior to the 3 addition of site administered high range water reducer and prior to depositing 4 the concrete. 5 c. No concrete shall be placed if slump and air content have not been measured or 6 do not meet the requirements. 7 d. Samples for strength tests shall be taken for each individual concrete placement. 8 Provide at least one sample for each 100 cubic yards of concrete in accordance 9 with ASTM C31 and AWWA D107 requirements. Four cylinders shall be made 10 from each sample required. A 7-day compressive strength test shall be used to I 1 supplement two 28 day tests. 12 e. Slump, air and compressive cylinder testing shall be performed by an 13 independent laboratory approved by the City and retained by the Contractor. 14 £ The support wall radius, plumb and thickness shall be verified for each concrete 15 lift at 45 degree intervals. An inspection report certified by the tank designer 16 shall be provided at project completion. 17 2. Steel Tank Testing&Inspection 18 a. Inspection procedures for the steel tank shall be as required by AWWA D107. 19 Radiographic inspection of full penetration butt-welded joints shall be made by 20 an independent inspection company approved by the Owner and retained by the 21 Contractor. 22 b. Erection tolerance of the steel cone in the radial direction shall be measured. 23 Provide field measurements at 30 degree intervals. 24 c. Weld joints of plate over the structural concrete floor shall be tested for leaks by 25 vacuum box/soap solution testing, or equivalent method prior to grouting. 26 d. Provide shop and field weld procedures for all structural joints on the steel tank 27 and the name of the certified welding inspector(CWI) that will perform spot 28 inspections of the shop and field welding process. 29 3. Tank Painting Inspection and Testing 30 a. Adequate illumination shall be provided while work is in progress, including 31 explosion proof lights and electrical equipment. Temporary ladders and 32 scaffolding shall conform to applicable safety requirements. They shall be 33 erected to facilitate inspection and moved by the Contractor as required. 34 b. Inspection and testing shall generally be in accordance with AWWA D102. The 35 Contractor shall provide inspection devices in good working condition for 36 measurement of dry film thickness of coatings. Contractor shall also furnish 37 U.S. Department of Commerce, National Bureau of Standards certified thickness 38 calibration plates to test the accuracy of dry film thickness measurement device. 39 c. A nondestructive holiday detector shall be used for inspecting the interior 40 coating below the overflow level. All holidays shall be marked,repaired in 41 accordance with the manufacturer's printed recommendations and retested. No 42 holidays or other irregularities shall be permitted in the final coating. 43 3.8 SYSTEM STARTUP [NOT USED] 44 3.9 ADJUSTING [NOT USED] 45 310 CLEANING 46 A.Site CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No.1 33 16 19-26 COMPOSITE ELEVATED WATER STORAGE TANK Page 26 of 26 1 1. The project site shall be kept in a clean and safe condition at all times. The 2 Contractor shall remove all construction equipment and debris at project 3 completion. 4 B.Tank Disinfection 5 1. The proposed chlorination method shall be communicated to the owner's 6 representative prior to disinfection. 7 2. The Owner shall be notified a minimum of three weeks in advance of proposed date 8 of commencing tank disinfection. Water and sufficient pressure for flushing, 9 cleaning, initial testing and disinfection shall be supplied by the Owner at no cost to 10 the Contractor. However, Contractor shall be aware that after tank disinfection, the II water used for disinfection may not be able to be placed into the water system and 12 may need to be de-chlorinated and discharged from the tank. Any costs associating 13 with de-chlorinated and discharged from the tank will be the sole responsibility of 14 the Contractor. 15 3. Disinfection shall be performed after interior coatings have been applied and 16 allowed to thoroughly cure. All solvent vapors shall be completely removed by 17 suction-type exhaust fans and blowers. The complete interior shall be washed 18 down and flushed out. 19 4. Following disinfection, the tank shall be filled and sampled by the Contractor for 20 bacteriological testing, prior to being put into service. The testing shall be as 21 described in AWWA Specification C652, latest edition, Section 4.4— 22 Bacteriological Sampling and Testing. Results of the test shall be reviewed by the 23 Engineer. Final decision of the suitability of the disinfection procedure shall rest 24 with the Engineer. Should repeat of the disinfection procedure be required, 25 additional cost of disinfection, testing and water to fill the tank shall be borne by 26 the Contractor at no additional cost to the Owner. 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK SPECIFICATION DOCUMENTS—WATER FACILITY PROJECTS City Project No.100378 April 2017 ADDENDUM No. 3 333120-1 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Pagel of 6 1 SECTION 33 3120 2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride(PVC)pipe 4-inch through 27-inch for gravity sanitary sewer 7 applications and site drainage 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.1.A.1 10 2. Modified 1.2.A.2.a 11 3. Added 1.2.A.2.b 12 4. Added 2.2.B.Lf 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 General Requirements 17 3. Section 33 0130—Sewer and Manhole Testing 18 4. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 19 5. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 20 6. Section 33 05 26 Utility MarkerslLocators 21 7. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 24 1. Measurement 25 a. Measured horizontally along the surface from center line to center line of the 26 manhole or appurtenance 27 2. Payment 28 a. Unit Price- The work performed and materials furnished in accordance with 29 this Item and measured as provided under"Measurement"will be paid for at the 30 unit price bid per linear foot of"PVC Pipe"installed for: 31 1) Various sizes 32 2) Various Standard Dimension Ratios 33 3) Various embedments 34 4) Various depths, for miscellaneous projects only 35 b. Lump Sum Price-The work performed and materials furnished in accordance 36 with this Item and measured as provided under"Measurement"will be included 37 in the total lump Sum price for: 38 1) Various sizes 39 2) Various Standard Dimension Ratios 40 3. The price bid shall include: CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised.Tune 19,2013 333120-2 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 2 of 6 1 a. Furnishing and installing PVC gravity pipe with joints as specified by the 2 Drawings 3 b. Pavement removal 4 c. Excavation 5 d. Hauling 6 e. Disposal of excess material 7 f. Furnishing,placement and compaction of embedment 8 g. Furnishing,placement and compaction of backfill 9 h. Trench water stops 10 i. Clean-up 11 j. Cleaning 12 k. Testing 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. American Association of State Highway and Transportation(AASHTO). 19 3. ASTM International(ASTM): 20 a. D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) 21 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 22 b. D2412, Standard Test Method for Determination of External Loading 23 Characteristics of Plastic Pipe by Parallel-Plate Loading. 24 c. D3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) 25 Sewer Pipe and Fittings. 26 d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes 27 Using Flexible Elastomeric Seals. 28 c. F679, Standard Specification for Poly(Vinyl Chloride) (PVC)Large-Diameter 29 Plastic Gravity Sewer Pipe and Fittings. 30 4. Texas Commission on Environmental Quality(TCEQ): 31 a. Title 30, Part I, Chapter 217, Subchapter C,Rule 217.53 —Pipe Design. 32 b. Title 30,Part I, Chapter 217, Subchapter C,Rule 217.54—Criteria for Laying 33 Pipe. 34 c. Title 30,Part I, Chapter 217, Subchapter C,Rule 217.57—Testing 35 Requirements for Installation of Gravity Collection System Pipes. 36 5. Underwriters Laboratories, Inc. (UL). 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDI 38 1.5 SUBMITTALS 39 A. Submittals shall be in accordance with Section 01 33 00. 40 B. All submittals shall be approved by the City prior to delivery. 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 42 A. Product Data 43 1. Product data sheet 44 2. Manufacturer CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100379 Revised June 19,2013 333120-3 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 3 oft 1 3. Nominal pipe diameter 2 4. Standard dimension ratio (SDR) 3 5. Cell classification 4 6. Laying lengths 5 B. Certificates 6 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of 7 this Section and has been air and deflection tested and meets the requirements of 8 ASTM D3034 and ASTM 11679. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Qualifications 13 1. Manufacturers 14 a. Finished pipe shall be the product of 1 manufacturer for each size per project, 15 unless otherwise approved by the City. 16 1) Change orders, specials and field changes may be provided by a different 17 manufacturer upon City approval. 18 b. Pipe manufacturing operations shall be performed under the control of the 19 manufacturer. 20 c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 21 15-inch) and ASTM F679 (18-inch through 27-inch). 22 1.10 DELIVERY, STORAGE,AND HANDLING 23 A. Storage and Handling Requirements 24 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 25 guidelines. 26 2. Secure and maintain a location to store the material in accordance with 27 Section.01 66 00. 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed in the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. 37 2. Any product that is not listed on the Standard Products List is considered a 38 substitution and shall be submitted in accordance with Section 01 25 00. CITY OF FORT WORTH WESTSIDE V-PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised June 19,2013 3331 20-4 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page of6 1 B. Performance/Design Criteria 2 1. Pipe 3 a. Meet all requirements of TCEQ. 4 b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 26 5 and ASTM F679 for 18-inch through 27-inch 46PS/I 15PS. 6 e. PVC Gravity Sanitary Sewer Pipe shall be approved by the UL. 7 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or 8 closure pieces necessary to comply with the Drawings. 9 e. Use green coloring for ground identification as sanitary sewer pipe. 10 f. Use white coloring for ground identification as storm drain pipe. 11 g. PVC meeting the requirements of ASTM D 1784,with a cell classification of 12 12454 or 12364 13 h. Deflection Design 14 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 15 2) Design pipe according to the Modified Iowa Formula as detailed by the 16 Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the 17 following parameters: 18 a) Unit Weight of Fill (w)= 130 pounds per cubic foot 19 b) Live Load=AAS HTO HS 20 20 c) Trench Depth= 12 feet minimum, or as indicated in Drawings 21 d) Maximum(E') = 1,000 max 22 e) Deflection Lag Factor(DL)— 1.0 23 f) Bedding Factor constant (K) = 0.1 24 g) Mean radius of the pipe(r), inches, as indicated in Drawings 25 h) Marston's load per unit length (W), pounds per inch, calculate per 26 Drawings 27 i) PVC modulus of elasticity(E)=400,000 psi 28 j) Moment of inertia of pipe wall per unit length, (1)=t3/12, (in4/in),per 29 pipe type and size 30 (1) Where(t)=pipe thickness, inches 31 k) Maximum Calculated Deflection— 5 percent 32 i. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds 33 per cubic foot)with at least 1%pipe diameters of cover,pipe is generally not 34 subject to flotation. If shallower, check groundwater flotation potential. 35 Flotation will occur if: 36 37 Fb> WP-f Wf+ Wd 38 39 Where: Fb=buoyant force,pound per foot 40 Wp—empty pipe weight,pound per foot 41 Wf=weight of flooded soil,pound per foot 42 Wd=weight of dry soil,pound per foot 43 44 Values and formulas for the above variables can be obtained from the pipe 45 manufacturer and site specific soil conditions. 46 j. Verify trench depths after existing utilities are located. 47 k. Accommodate vertical alignment changes required because of existing utility or 48 other conflicts by an appropriate change in pipe design depth. 49 1. In no case shall pipe be installed deeper than its design allows. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised June 19,2013 333I20-5 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 5 oft 1 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance 2 with ASTM D2412, 3 3. Pipe markings 4 a. Meet the minimum requirements of ASTM D3034 and ASTM F679. 5 b. Minimum pipe markings shall be as follows: 6 1) Manufacturer's Name or Trademark and production record 7 2) Nominal pipe size 8 3) PVC cell classification 9 4) ASTM or Standard Dimension Ratio (SDR)designation 10 5) Seal of testing agency that verified the suitability of the pipe 11 4, Joints 12 a. Joints shall be gasket, bell and spigot,push-on type conforming to 13 ASTM D3212. 14 b. Since each pipe manufacturer has a different design for push-on joints; gaskets 15 shall be part of a complete pipe section and purchased as such. 16 5. Connections 17 a. Only use manufactured fittings. 18 b. See Section 33 3150. 19 6. Detectable Metallic Tape 20 a. See Section 33 05 26. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. General 29 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 30 33 05 10, and in accordance with the pipe manufacturer's recommendations. 31 2. Lay pipe to the lines and grades as indicated in the Drawings. 32 3. Excavate and backfill trenches in accordance with Section 33 05 10. 33 4. Embed PVC pipe in accordance with Section 33 05 10. 34 B. Pipe Handling 35 1. Haul and distribute pipe and fittings at the project site. 36 2. Handle piping with care to avoid damage. 37 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 38 lowering into the trench. 39 b. Use only nylon ropes, slings or other lifting devices that will not damage the 40 surface of the pipe for handling the pipe. CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised June I9,2013 3331 20-6 POLYVINYL CIILORIDE(PVC)GRAVITY SANITARY SEWER PIP£, Page 6 of 6 1 3. At the close of each operating day; 2 a. Keep the pipe clean and free of debris, dirt,animals and trash—during and after 3 the laying operation. 4 b. Effectively seal the open end of the pipe using a gasketed night cap. 5 C. Pipe Joint Installation 6 a. Clean dirt and foreign material from the gasketed socket and the spigot end. 7 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 8 end to the reference mark. 9 c. Install such that identification marking on each joint are oriented upward toward 10 the trench opening. I I d. When making connection to manhole, use an elastomeric seal or flexible boot to 12 facilitate a seal. 13 D. Connection Installation 14 1. See Section 33 31 50. 15 E. Detectable Metallic Tape Installation 16 1. See Section 33 05 26. 17 3.5 REPAIR 1 RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD loRl SITE QUALITY CONTROL 20 A. Field Tests and Inspections 21 1. Video Inspection 22 a. Provide a Post-CCTV inspection in accordance with Section 33 01 31. 23 2. Air Test and Deflection(Mandrel) Test 24 a. Perform in accordance with Section 33 01 30. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.1.2 PROTECTION [NOT USED] 30 3.1.3 MAINTENANCE [NOT USED] 31 314 ATTACHMENTS [NOT USED] 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 6118113 D.Johnson 2.2.13,Lb—Pipe Material Clarification 33 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised June 19,2013 333920-1 PRECAST CONCRETE MANHOLE Page I of 1 SECTION 33-39-20 2 PRECAST CONCRETE MANHOLE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast 7 Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1.b.1 10 2. Added 1.2.A.1.b.2 11 3. Modified 1.2.A.2.b.1 12 4. Added 1.2.A.2.b.2 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1_ Division 0—Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division I —General Requirements 17 3, Section 03 30 00—Cast-in-Place Concrete 18 4. Section 03 80 00—Modifications to Existing Concrete Structures 19 5. Section 33 01 30 Sewer and Manhole Testing 20 6. Section 33 05 13 —Frame, Cover, and Grade Rings 21 7. Section 33 39 60—Epoxy Liners for Sanitary Sewer Structures 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 I. Manhole 25 a. Measurement 26 1) Measurement for this Item shall be per each concrete manhole installed. 27 b. Payment 28 1) Unit Price-The work performed and the materials furnished in accordance 29 with this Item shall be paid for at the unit price bid per each "Manhole" 30 installed for: 31 a) Various sizes 32 b) Various types 33 2) Lumn Sum Price- The work performed and the materials furnished in 34 accordance with this Item shall be included in the total Iump sum price for: 35 a) Various sizes 36 b) Various_Wes 37 c. The price bid will include: 38 1) Manhole structure complete in place 39 2) Excavation 40 3) Forms CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 333920-2 PRECAST CONCRETE MANHOLE Page 2 of6 1 4) Reinforcing steel(if required) 2 5) Concrete 3 6) Backfill 4 7) Foundation 5 8) Drop pipe 6 9) Stubs 7 10) Frame 8 11) Cover 9 12) Grade rings 10 13) Pipe connections 11 14) Pavement removal 12 15) Hauling 13 16) Disposal of excess material 14 17) Placement and compaction of backfill 15 18) Clean-up 16 2. Extra Depth Manhole 17 a. Measurement 18 1) Measurement for added depth beyond 6 feet will be per vertical foot, 19 measured to the nearest 1110 foot. 20 b. Payment 21 1) Unit Price-The work performed and materials furnished in accordance 22 with this Item and measured as provided under"Measurement"will be paid 23 for at the unit price bid per vertical foot for"Extra Depth Manhole" 24 specified for: 25 a) Various sizes 26 2) Lump Sum Price- The work performed and materials furnished in 27 accordance with this Item for various sizes and measured as provided under 28 "Measurement"will be included in the total lump sum price. 29 c. The price bid will include: 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Reinforcing steel(if required) 34 5) Concrete 35 6) Backfill 36 7) Foundation 37 8) Drop pipe 38 9) Stubs 39 10) Frame 40 11) Cover 41 12) Grade rings 42 13) Pipe connections 43 14) Pavement removal 44 15) Hauling 45 16) Disposal of excess material 46 17) Placement and compaction of backfill 47 18) Clean-up CITY OF FORT WORTH WESTSIDE V-PART 1-ELEVATED STORAGE TANY, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 6 1 1.3 REFERENCES 2 A. Definitions 3 1. Manhole Type 4 a. Standard Manhole(See City Standard Details) 5 1) Greater than 4 feet deep up to 6 feet deep 6 b. Standard Drop Manhole(See City Standard Details) 7 1) Same as Standard Manhole with external drop connection(s) 8 c. Type"A"Manhole(See City Standard Details) 9 1) Manhole set on a reinforced concrete block placed around 39-inch and 10 larger sewer pipe. I 1 d. Shallow Manhole(See City Standard Details) 12 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 13 than 39-inch 14 2. Manhole Size 15 a. 4 foot diameter 16 1) Used with pipe ranging from 8-inch to 15-inch 17 b. 5 foot diameter 18 1) Used with pipe ranging from 18-inch to 36-inch 19 2) See specific manhole design on Drawings for pipes larger than 36-inch. 20 B. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2, ASTM International(ASTM): 25 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using 26 Rubber Gaskets 27 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 28 Sections. 29 c. C923, Standard Specification for Resilient Connectors Between Reinforced 30 Concrete Manholes Structures,Pipes, and Laterals. 31 d. D1187, Standard Specification for Asphalt-Base Emulsion for Use as Protective 32 Coatings for Metal 33 c. D1227, Standard Specification for Emulsified Asphalt Used as a Protective 34 Coating for Roofing 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the City prior to delivery. 39 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. Precast Concrete Manhole 42 2. Drop connection materials 43 3. Pipe connections at manhole walls CITY OF FORT WORTH WESTSIDE V_PART I -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 6 1 4. Stubs and stub plugs 2 5. Admixtures 3 6. Concrete Mix Design 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY 10 A. Manufacturer Warranty I 1 1. Manufacturer's Warranty shall be in accordance with Division 1. 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed on the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 0125 00. 21 B. Materials 22 1. Precast Reinforced Concrete Sections—Conform to ASTM C478. 23 2. Precast Joints 24 a. Provide gasketed joints in accordance with ASTM C443. 25 b. Minimize number of segments. 26 c. Use long joints at the bottom and shorter joints toward the tap. 27 d. Include manufacturer's stamp on each section. 28 3. Lifting Devices 29 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 30 1) If lift lugs are provided,place 180 degrees apart. 31 2) If lift holes are provided,place 180 degrees apart and grout during manhole 32 installation. 33 4. Frame and Cover—Conform to Section 33 05 13. 34 5. Grade Ring—Conform to Section 33 05 13 and ASTM C478. 35 6. Pipe Connections 36 a. Utilize either an integrally cast embedded pipe connector or a boot-type 37 connector installed in a circular block out opening conforming to ASTM C923. 38 7. Steps CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 6 1 a. No steps are allowed. 2 8. Interior Coating or Liner-W-Conform to Section 33 39 60. 3 9. Exterior Coating 4 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187 5 Type I and ASTM D 1227 Type III Class I. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION 11 A. Evaluation and Assessment 12 1. Verify lines and grades are in accordance to the Drawings. 13 3.3 PREPARATION 14 A. Foundation Preparation 15 1. Excavate 8 inches below manhole foundation. 16 2. Replace excavated soil with course aggregate; creating a stable base for manhole 17 construction. 18 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 19 mud slab may be substituted. 20 3.4 INSTALLATION 21 A. Manhole 22 1. Construct manhole to dimensions shown on Drawings. 23 2. Precast Sections 24 a. Provide bell-and-spigot design incorporating a premolded joint sealing 25 compound for wastewater use. 26 b. Clean bell spigot and gaskets, lubricate and join. 27 c. Minimize number of segments. 28 d. Use long joints used at the bottom and shorter joints toward the top. 29 B. Invert 30 1. Construct invert channels to provide a smooth waterway with no disruption of flow 31 at pipe-manhole connections. 32 2. For direction changes of mains, construct channels tangent to mains with maximum 33 possible radius of curvature. 34 a. Provide curves for side inlets. 35 3. For all standard manholes provide full depth invert. 36 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 37 inches in depth. 38 C. Drop Manhole Connection CITY OF FORT WORTH WESTSIDE V-PART I ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised December 20,2012 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 6 1 1. Install drop connection when sewer line enters manhole higher than 24 inches 2 above the invert. 3 D. Final Rim Elevation 4 I. Install concrete grade rings for height adjustment. 5 a. Construct grade ring on load bearing shoulder of manhole. 6 b. Use sealant between rings as shown on Drawings. 7 2. Set frame on top of manhole or grade rings using continuous water sealant. 8 3. Remove debris, stones and dirt to ensure a watertight seal. 9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 10 final surface elevation of the manhole frame. I 1 E. Internal coating 12 1. Internal coating application will conform to ,Section 33 39 60, if required by 13 Drawings. 14 F. External coating 15 1. Remove dirt, dust,oil and other contaminants that could interfere with adhesion of 16 the coating. 17 2. Cure manhole for 3 days before backfilling around the structure. 18 3. Application will follow manufacturer's recommendation. 19 G. Modifications and Pipe Penetrations 20 1. Conform to Section 03 80 00. 21 3.5 REPAIR/RESTORATION [NOT USED] 22 3.6 RE-INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL 24 A. Field Tests and Inspections 25 1. Perform vacuum test in accordance with Section 33 0130. 26 3.8 -3.14 [NOT USED] 27 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A.I —Modified to include precast manholes for water and reclaimed water applications 12/20/2012 D.Johnson 1.3.B.2—Modified to include ASTM 0443,D1197 and D1227 as references 2.2.B.1-3—Modified in accordance with new ASTM references 2.2.B.]0—Modified in accordance with new ASTM references 28 CITY OF FORT WORTH WESTSIDE V-PART 1 -ELEVATED STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 100378 Revised December 20,2012 4091 10-1 CHLORINE ANALYZER Pagel of3 1 SECTION 40 9110 2 CHLORINE ANALYZER 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Ftwnish labor, materials, equipment and incidentals necessary to install a chlorine 7 analyzer as specified herein. 8 B. Related Specification Sections include but are not necessarily limited to 9 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the 10 Contract. 11 2. Division 1 -General Requirements. 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Measurement 15 a. Measurement for this item shall be lump sum. 16 2, Payment 17 a. The work performed and materials furnished in accordance with the Item and 18 measured as provided under"Measurement"are included in the total lump sum 19 price. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. American National Standards Institute(ANSI). 26 3. American Society for Quality Control(ASQC). 27 4. American Society of Mechanical Engineers (ASME). 28 5. American Society for Testing Materials (ASTM). 29 6. American Water Works Association(AWWA). 30 7. The Chlorine Institute(CI). 31 8. Institute of Electrical and Electronics Engineers (IEEE). 32 9. International Standards Organization(ISO). 33 10. National Electrical Code(NEC). 34 11. National Electrical Manufacturers Association(NEMA). 35 12. National Fire Code(NFC). 36 13. National Institute of Occupational Safety&HeaIth(NIOSH). 37 14. Occupational Safety and Health Administration(OSHA). 38 15. Standard Fire Code(SFC). October 2017 wESTS1DE V-PART 1 -ELEVATED STORAGE TANK City Project No.100378 4091 10-2 CHLORINE ANALYZER Page 2 of 3 1 16. Uniform Fire Code(UFC). 2 17, Texas Cominission on Environmental Quality(TCEQ)Regulations: Texas 3 Administrative Code Title 30, Chapter 290 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 SUBMITTALS 6 A. Submittals shall be in accordance with Section 01 33 00. 7 B. All submittals shall be approved by the City prior to manufacture or delivery. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Product Data 10 1. Sufficient information to show that the equipment meets this specification. 11 2. Electrical wiring diagrams as required for the installation. 12 3. Documentation demonstrating that the gas feeder manufacturer is certified to the 13 international quality standards ISO 9001 for design, assembly and manufacture. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. The equipment and material to be furnished under this Contract shall be free from 18 defects. 19 1.10 DELIVERY, STORAGE,AND HANDLING 20 A. The Contractor shall be responsible for the delivery, storage and handling of products in 21 accordance with the manufacturer's recommendations. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 A. The equipment shall be warranted to be free from defects in workmanship, design and 25 materials. If any part of the equipment shall fail during the warranty period, it shall be 26 replaced and the unit restored to service at no expense to the Owner. Warranty shall be 27 for a period of two years and begin on the Date of Final Acceptance. 28 PART 2 - PRODUCTS 29 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 30 2.2 PRODUCTS 31 A. Chlorine Residual Analyzer shall be a Prominent Dulcometer DMT series and shall be 32 packaged by Macaulay Controls. Contact Ann Lipert at 972-769.1226. Startup services 33 shall be provided by the manufacturer's representative. 34 B. Performance/Design Criteria 35 1. The chlorine analyzer shall have a 4-20mA output for SCADA interface. October 2017 WESTSIDE V-PART I -ELEVATED STORAGE TANK City Project No.100378 4091 10-3 CHLORINE ANALYZER Page 3 of 1 2. Analyzer shall have a detection range of 0 to 5 mg/L free or total residual chlorine. 2 3. Analyzer shall be provided with a pressure regulator on sample inlet. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] & 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Chlorine analyzer shall be installed in accordance with the instructions of the 11 manufacturer. Installation and adjustment shall be checked and approved by a 12 manufacturer's factory representative. 13 3.5 [REPAIR] / [RESTORATION] [NOT USED] 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP 17 A. The chlorination equipment manufacturer shall furnish the services of a qualified field 18 engineer to check installation, start-up and instruct operating personnel in the proper 19 operation and maintenance of the equipment. 7 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 313 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 October 2017 WESTSIDE V-PART 1 -ELEVATED STORAGE TANK City Project No.100378 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH WESTSnDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised duly 1,2011 GC-4.01 Availability of Lands CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 V) [n o n o ff rr w o U , b c.-) C) Z A C� 17 4 fllr (n �C-5C3in c 665 '9d 'Z9V '10A xm3 `NOSNOVP NOIS3M Nor z 3NIl rn �bV(9'a£7746[[�� F LV O LLI 11 W Z z 7 U II o o .L w ` 0 h X11 zocQoCL 0011 d r m Q L I� zLoPQ � 1 r z U w Z xm LLI � co CQcuZN ' s ( LLL i�11 LL X 0c u, w C v] U [moi IIIIN 0 LLJ co O SCD 2 ca - o c M LU � 7 m `�co � cn rn Z z U a co CID a LLI z Lir`)�, rn g O Cly I I C7 w C)ua o U 1 JawCD U-1 VJ Q_ w w LL �� �,� o LI CV U _ ffw� �A �-. m LU J 1 U W O N N 1 J �0 O ujQ z I I ¢Of =a O N � � � U 11 w ON �ta00 � d �+ N U) S 'w%, p Cr3 rn o �' CO � � It � 0. � tP coo°;.d'o � �o w o waw f ma'v ��°��° `¢' by'�� � m7 U f aQ e}° °: �• � o '+ � ONu7 ff N0.' maw auJ�� v8� U) CV �+ O o p o �i LLl D m o�e IL LL � � � �'°• ^ted•°°��.PNum � 3 fN ¢° co : CD V) a. !f N o :3c Nff� oW 'o a [A 00 6 6 L L w w w �r [� cf f` < oo �r 50 o C', 7 0 N eF Op W o 0 O N C0 f f Lai m o co 0 000 0 0 00 (ul o CO J Z Z Z Z Ul �.t+ N m cn CA CV o x x C', OR rn Lq o ALL �F- F- fi� LLJ Z Lo N � � � O� ff J w fl o ff z LLI J J J J CO If _ IY 0 LLI LU f f f p C0 _ co O U fn m Lo 0. 1- L0 Itiii Z LL o o 1 W V LJJ � w � O � ¢ W � 2 OU U O I 0 z -___.._...�..............__ (no Lu o — .....__ C) _ _. _. m z 00 F CL �� o A TWENTY(20) FOOT WIDE TRI-COUNTY ELECTRIC COOPERATIVE, INC., UTILITY EASEMENT A Twenty(20)Foot Wide Tri-County Electric Cooperative, Inc., Utility Easement situated in the H.&TB. RR,CO.SURVEY,Section 8,Abstract No.2492, Parker County,Texas,being over,under and across the certain tract of land described in deed to J.E. Beggs,recorded in Volume 209, Page 297,Deed Records,Parker County,Texas,said Easement being more particularly described as follows: BEGINNING at a point in an east line of said Beggs tract,from which a fence corner post found at an ell corner of said beggs tract bears S 1'29'03"E,a distance of 1130.64 feet,for reference,said POINT OF BEGINNING having a NAD 83 TX-N Central,Zone 4202 Grid coordinate value of North:6963534.06 and East:2241761.33,for reference; THENCE S 89°32'56"W,leaving said east line,a distance of 977.69 feet to a point; THENCE S 04°18'58"W,a distance of 15.15 feet to a point; THENCE N 85041'02"W,a distance of 20.00 feet to a point; THENCE N 04018'58"E,a distance of 14.87 feet to a point; THENCE N 8203648"W, a distance of 1234.22 feet to a point in the south line of a proposed 1.01 acre Tank Site,from which a 518"iron rod found at the northeast corner of Lot 16, Block 1, NORTHCHASE,an Addition to the City of Willow Park,Parker County,Texas,according to the Plat recorded in Plat Cabinet A,Slide 527,Plat Records,Parker County,Texas,bears S 89053'14"E,a distance of 5710.93 feet,for reference; THENCE N 89°57'00"E, along the south line of said proposed 1.01 acre Tank Site,a distance of 19.96 feet to a point at the southeast corner of said proposed 1.01 acre Tank Site; THENCE N 00°03'00"W, along the east line of said proposed 1,01 acre Tank Site,a distance of 17.56 feet to a point; THENCE S 82°36'48"E,leaving said east line,a distance of 1225.50 feet to a point; THENCE N 89032'56"E,a distance of 985.84 feet to a point in said east line of said Beggs tract; THENCE S 01°29'03"E,along said east line,a distance of 20.00 feet to the POINT OF BEGINNING and containing 1.02 acres(44,551 square feet)of land,more or less. �e',�'G1STfRF�9 JAMES CURTIS YARGER °°°°°°°°°°°°°°°°°°°°°^°°° JAMES CURTIS YARGER 5854 • REGISTERED PROFESSIONAL LAND SURVEYOR P� •°'Pop E s s o �� STATE OF TEXAS#5854 9�D•BJft��� USE OF THIS ELECTRONIC SEAL/SIGNATURE AUTHORIZED 9Y JAMES CURTIS YARGER, R.P.L.S. TEXAS REGISTRATION NO. 5854 Exhibit A PROJECT No. 323-9392 Ba mon A Twenty(20)Foot Wide Tri-County Electric Cooperative,Inc.,Utility Easement ;_irrts Situated in the DATE: 07/24/17 6221 Southwest 9eul—d.Suite i oo SHEET ar Ft Worth, Texas 'N Z H.T.&B. RR.CO.SURVEY SECTION 8 ABSTRACT No.2492 (0)817.231.Stoo (F)817.231.8144 7 1 Texas Registered Engineering Firm F-10989 Taxan Reoislvred Survey Flrrrt F-7156800 Parker County,Texas 2 Q 2 vrrm.barronsiari;.com Li T w W o s N LU f [[ W 00 1 CN 4 CSS Q Z) CV z CD CD 0c) z LU { N 100,UZ _ w � � rnc� C) f AlloolE000s W O Z W i W E- U Q teLL r " Qo � �0O oMo � ►-- 0 o c°�� rn � o o � - [' cn Y o ti w )-- MLo m ao Q C j 100,02 LLI CIO M,,OO,CO.ON_._ w _e_ � E- C�� f fjlj � 11i wp pu l z m pdN� rno FW— 0' Lo LLJ J C" Q co fi ft U = Co LL O ! f f p W Q Q U) CSI E f-t z < (z = � r.-u= 'L cad , UJ } --A ,L ao O z z Cin U () LL D N ) n a o� � ro z a C 5. ti QNB O0 m OLiCI � O W rhW Nd , : O � cn U W o n2 LLI LUo N OD (� Q �1 % c)Q H } i .r L C� (q •N ; Da (TE5)'ni � � �� r� � � � �C ui C14 00 � � # 040 —xaxi :z LLI 0. LU 00 Z 1 r in c i N Itt r 00 -r N / co d � F- Co M LU f' cU) z C37 CV C] Z 0- ZiJ.1ZN !R Cl u yy.ny ' Y w ' rl f i 6MJ -3NIl AdA2if1S _ � AvAlyoZIddti SF�X��L '�ILL1�II2O�? �I�3I2I�'d SYXLVJ �IJM20O }ILVnY6'd 9k9 ON LLOi(YJSSv Z80 OK ,LJVULEUV 6 HOLL0,79 0/ MOROLVS d ALVAME '0.) WY 'd T ',LH ALVAME YVK21VJ W LEGAL DESCRIPTION TANK SITE BEING a 1.01 acre Tank Site situated in the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492, Parker County,Texas and being a portion of that certain tract of land described in deed to J.E. Beggs,recorded in Volume 209,Page 297, Deed Records, Parker County,Texas,said Tank Site being more particularly described as follows: COMMENCING at a 112"orange capped iron rod set stamped"Yarger 5854"in the west line of Farmer Road(Farm To Market Highway No.3325 (Right-of-Way varies)at right angles to centerline Highway Station 609+67.22,per Texas Department of Transportation Right-of-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10115197,from which a Texas Department of Transportation(herein after called "TxDOT")monument found in the east line of said Farm To Market Highway No.3325 bears N 0815'02"E,a distance of 856.94 foot,for reference and another TxDOT monument in said east line bears S 17034'55"E,a distance of 430.03 feet,for reference, said POINT OF COMMENCING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960902.99 and E:2244480.98; THENCE S 8902'19"W,leaving the west line of said Farmer Road,a distance of 504.26 feet to a point at the beginning of a curve to the right, whose radius is 1460.00 feet and whose long chord bears N 79°04'44"W,a chord distance of 601.25 feet; THENCE along said curve in a northwesterly direction,through a central angle of 2345'55",an arc distance of 605.58 feet to a point; THENCE N 67011'46"W, a distance of 639.83 feet to a point at the beginning of a curve to the left,wwhose radius is 1540.00 feet and whose long chord bears N 72°24'56"W,a chord distance of 280.19 feet; THENCE along said curve in a northwesterly direction,through a central angle of 10°26'20",an arc distance of 280.57 feet; THENCE N 77°38'06"W,a distance of 875.41 feet to a point at the beginning of a curve to the left whose radius is 1540.00 feet and whose long chord bears N 86018'59"W,a chord distance of 464.89 feet; THENCE along said curve in a northwesterly direction,through a central angle of 17°21'46",an arc distance of 466.67 feet to a point; THENCE S 8500'08"W,a distance of 383,08 feet to a point at the beginning of a curve to the right,whose radius is 1360.00 feet and whose long chord bears N 4731'26"W,a chord distance of 2004.55 feet; THENCE along said curve in a northwesterly direction,through a central angle of 94056'51",an arc distance of 2253.72 feet to a point; THENCE N 00°03'00"W,a distance of 807.44 feet to a 112"orange capped iron rod set stamped"Yarger 5854"for the POINT OF BEGINNING and being the southwest corner of the herein described Tank Site,said POINT OF BEGINNING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6963686.11 and E:2239349.68; THENCE N 00°03'00"W.a distance of 210.00 feet to a 112"orange capped iron rod set stamped"Yarger 5854"at the northwest comer of the herein described Tank Site; THENCE N 8957'00"E,a distance of 210.00 feet to a 112"orange capped iron rod set stamped"Yarger 5854"at the northeast corner of the herein described Tank Site; THENCE S 00003'00"E,a distance of 210.00 feet to 112"orange capped iron rod set stamped"Yarger 5854"at the southeast comer of the herein described Tank Site; THENCE S 89057'00"W,a distance of 210.00 feet to the POINT OF BEGINNING and containing 1.01 acre(44,100 square feet)of land, more or less. P.C 'F a'e``G1 s T eRFo9' LINE TABLE JAMESYGER LINE No. LENGTH BEARING CURVE TABLE 54 L1 504.26 S89'02'19"W CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH P • °�F�s s 0 L2 639.83 N67'11 1'46"W C1 605.58 1460.00 23°45'55" N79'04'44"W 601.25 L3 875.41 N77°38'06"W C2 280.57 1540.00 10°26'20" N72°24'56'W 280.19 JAM S CURTIS YARGER REG TERED PROFESSIONAL L4 383.08 S85'00'08"W C3 466.67 1540.00 17°21'46" N86'18'59"W 464.89 LAND SURVEYOR STATE OF TEXAS 45854 L5 807.44 N00°03'00"W C4 2253.72 1360.00 945651" N47'31'26"W 2004.55 al Barron-�rte-swift Exhibit C PROJECT No. 323-9392 C-lingE.1-4 � Westside V Tank Site Situated in the DATE 08/22/17 6221 Suuthwud Boulevard,Suite 100 E. GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 sHELT Fort Worih. Texas 76132 (6)877.231.8100 (F)817.231.8144 Parker County,Texas Toms Registered Engineers Fen F-10998 of Teras Reg69er06 ed Survey Firm F-1"1589 www.�erronrJxk.cam N p T O \\ ZO,S[oON -� 1/ �W a 0 W C m Q V O l Cl FI \L V J j I c� � QN z � CntiC,! CD ti a as uo� waw ZrnCr�00 Jo "' .00'M (D 00 € _ 100.£0a0S w � w z Kr `�' 2E 0 Q I �. �� I C\2 w o z i x Z3 CD Pi o o CD LU UJ I 1� � � a � "' F I O °° /I o I - I` Q oo ¢ Y co on CO Cij O [L LO oI �-� z �� I� �+ 0o c�I ;s t��00 � X:r o z ' o � CD oo I1 CQ� W � a nJ /� w 6l Q X iz o t— LU LU Zu ca ED C::! �, ! � O O t1 W U Q Cp 00 O O �] E-. F= U3L� O � {]]# Com? LO_O O o E- r a� q 1,., c*7ppp{{{ Ld 1!( (!) CD � u, m !{ wui- p� r,l 1�q f tr 0 � V, 2� fir Z 2"10N �rno { LU 00 o op aQ � no � NES — U � � �iL E _j u.l >- --I � N cO O U C7 U c6 ro LL U U � 0.w cn 0 � N r~ dNH- O � m SLS Cxj rn Q u] u] O cn r o 0 � o¢ � Ow �oNa, �, CE, � mom n- : t°nYofCK uC� LLj NJ ¢ �CO v1 _(0 (0 tLL wo 1 DD 0 a) W CP O ZLU U U i w r cr, z # , _ m r �'qr ' N !'f 40 O � M00w o � z CL Z ui Z N z rw ui irz CD _-.--..._.-_.rv- NII t3nans LU c sVxLV,L AJAr BOO Y.YXUVa SVXAJ �UATDOD Y9MTVd co C� ed U 6 NOI1099 0 1 11r0llogs � a � LEGAL DESCRIPTION FIFTY(50)WIDE TEMPORARY CONSTRUCTION EASEMENT BEING a 0.97 acre Fifty(50)Feot Wide Construction Easement situated in the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being a portion of that certain tract of land described in deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records,Parker County,Texas,said Construction Easement being more particularly described as follows: COMMENCING at a 112"orange capped iron rod set stamped"Yarger 5854"in the west line of Farmer Road(Farm To Market Highway No.3325(Right-of-Way varies)at right angles to centerline Highway Station 609+67.22,per Texas Department of Transportation Right-of-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10115197, from which a Texas Department of Transportation(herein after called"TxDOT")monument found in the east line of said Farm To Market Highway No.3325 bears N 08°15'02"E,a distance of 856.94 feet,for reference and another TxDOT monument in said east line bears S 17°34'55"E,a distance of 430.03 feet,for reference,said POINT OF COMMENCING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960902.99 and E:2244480.98; THENCE S 89°02'19"W,leaving the west line of said Farmer Road,a distance of 504.26 feet to a point at the beginning of a curve to the right,whose radius is 1460.00 feet and whose long chard bears N 7904'44"W,a chord distance of 601.25 feet; THENCE along said curve in a northwesterly direction,through a central angle of 23°45'55",an arc distance of 605.58 feet to a point; THENCE N 67°11'46"W,a distance of 639.83 feet to a point at the beginning of a curve to the left,wwhose radius is 1540.00 feet and whose long chord bears N 72°24'56"W,a chord distance of 280.19 feet; THENCE along said curve in a northwesterly direction,through a central angle of 1026'20",an are distance of 280.57 feet; THENCE N 77°38'06"W,a distance of 875.41 feet to a point at the beginning of a curve to the left whose radius is 1540.00 feet and whose long chord bears N 86°18'59"W,a chord distance of 464.89 feet; THENCE along said curve in a northwesterly direction,through a central angle of 17°21'46",an aro distance of 466.67 feet to a point; THENCE S 85°00`08"W.a distance of 383.08 feet to a point at the beginning of a curve to the right,whose radius is 1360.00 feet and whose long chord bears N 4731'26"W,a chord distance of 2004.55 feet; THENCE along said curve in a northwesterly direction,through a central angle of 94°56'51",an arc distance of 2253.72 feel to a point; THENCE N 00°03'00"W,a distance of 757.44 feet to the POINT OF BEGINNING of the herein described Construction Easement,said POINT OF BEGINNING having a NAD 83, TX-N Central,Zone 4202 Grid Coordinate value of N:6963636.11 and E:2239349.73; THENCE N 00'03'00"W,a distance of 50.00 feet to a 1/2"orange capped iron red set stamped"Yarger 5854"at the southwest corner of the proposed 1.01 acre Tank Site; THENCE N 89°57'00"E,along the south line of said proposed 1.01 acre Tank Site,a distance of 210.00 foot to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the southeast corner of said 1.01 acre proposed Tank Site; THENCE N 00°03'00"W,along the east line of said 1.01 acre proposed Tank Site,a distance of 210.00 feel to a 112"orange capped iron rod set stamped"Yarger 5854"at the northeast corner of said 1.01 acne proposed Tank Site; THENCE S 89°57'00"W,along the north line of said 1.01 acre proposed Tank Site,a distance of 210.00 feet to a 112"orange capped iron rod set stamped"Yarger 5854"at the northwest corner of said 1.01 acre proposed Tank Site; THENCE S 00°03'00"E,along the west line of said 1.01 acre proposed Tank Site,a distance of 66.48 feet to a point; THENCE S 89°57'00"W,leaving the west line of said 1.01 acre proposed Tank Site,a distance of 50.00 feet to a point; THENCE N 00°03'00"W,a distance of 116.48 feet to a paint at the northwest corner of the herein described Temporary Construction Easement; THENCE N 89°57'00"E,a distance of 310.00 feet to a point at the northeast corner of the herein described Temporary Construction Easement; THENCE S 00'03'00"E,a distance of 310.00 feet to a paint at the southeast corner of the herein described Temporary Construction Easement; LINE TABLE THENCE S 89°57'00"W,a distance of 260.00 feet to the POINT OF BEGINNING and containing 0.97 acre(42,324 square feet)of land. LINE No. LENGTH BEARING L1 504,26 S89°02'19"W 0 F L2 639.83 N67'1 1'46'W s T�RFo .9 L3 875.41 N77°38'06"W cq e e tP JAMES C° • S Y GER CURVE TABLE L4 383.08 S85`00'08"W °".`°•"° •.".. ........ L5 757.44 IV00°03'00"W e•�� 54 CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH e - ° •°F o.;o° s s °.° O C1 605.58 1460.00 23°45'55" N79°04'44"W 601.25 C2 280.57 1540.00 10°26'20" N72°24'56"W 280.19 L7 210.00 N00°03'00"W JAM SCURTISYARGFR L8 210.00 S89°57'00"W REG TERED PROFESSIONAL C3 466.67 1540.00 17°21'46" N86°18'59"W 464.89 LAN OSURVEYOR L9 66.48 S00°03'00"E STATE OF TEXAS#5854 C4 2253.72 1360.00 94°56'51" N47°31'26"W 2004.55 W. Exhibit D PROJECT No. M4392 Barron•Starle gwtriit Westside V Tank Site Fifty(50)Foot Wide Temporary Construction Easement Situated in the REV.DAT, 05/03/18 xwa DATE., 04/27/17 6221 W-th, 6oulevdrd.976132 I CID E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 sHr�r Fort Worth, Texas 31 8 44 {O)81Z231810D (FJ 017 231 87 44 Texas Registered ENI...6,g r.-r-10986 Parker County,Texas 2 of 2 Texas RegfsWed Survey Firm F-19156800 wurw.barronslark- T rvjqor._ _ J7�0 _ .. C'? a m N-TN U 1CIF . ob v z CDLLJ O cUh' z a0_c � {{ � n2 � I `o N N U o m �no N. 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S o J f U m MCI) COD LU _ NT LLJ r- a N E - LL co W rrz N wcm E o Cly X � W7,L CO �o �� 0F�- v� z m o�I h , m O.� O N (, co /Rn q w O W O IIZ �i N OJcc 04 m W (0 LL- LU 4S _ M 0 a) (D rQ' Ir M d (/) C') LL U co C3Uri; d d � CD CL too to w 3 W � Nmm � ND � iiw U ^^o+1 L+' L? d W WC. p C�LL �H H l� Mil 11^ cvUcQN 43 Qq o Id j] N � C CJ o AO �cV U V 0 V CD Q 04 LINE TABLE LINE TABLE LINE No. LENGTH BEARING LINE No. LENGTH BEARING L1 24.39 N87'24'02"E L14 252.12 S28'06'04"W L2 20.75 S07041'43"W L15 24.00 S05°22'14"E L3 90.58 N77043'18"W L16 38.41 S8403746"W L4 112.93 N67'31'49"W L17 358.89 N62023'45"W L5 22.87 S11015'25"W L18 108.19 N65°28'30"W L6 182.46 S51048'11"E L19 52.32 N25054'06"W L7 237.64 S35032'29"E L20 224.23 N85"01'24"W L8 224.23 S85001'24"E L21 237.64 N35032'29"W L9 52.32 S25054'06"E L22 182.46 N51°48'11"W L10 108.19 S65028'30"E L23 22.87 N11015'25"1 L11 358.89 S6202345"E L24 112.93 S67031'49"E L12 296.98 N28'06'04"E L25 90.58 S77°43'18"E L13 50.87 S00°03'00"E L26 16.39 N07041'43"E CORRECTED COORDINATE SYSTEM 08-18-17 ORIGINAL ISSUED DATE 07-03-17 Exhibit A +� PROJECT No. 323-9392 Barron•Stark-SwI t Twenty Four(24)Wide Temporary Construction Aocess Easement Situated in the co—�. J.M.RIGGS SURVEY,ABSTRACT No.2616; W.T.&B.RR.CO.SURVEY,SECTION 9,ABSTRACT No.645 08-18 17 6221 South—t Boulevard,5"ite,ea and the SHEET Fort worth, Texas 76132(0)817.231.8100 (r)81Y.231.R144 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 TexasTerse tJ Aegismred Engineering Firm F109B8 �'y ®f �I O Reglsleretl Survey Flim F-10758600 Parket County,Texas "m�s.Lanonstark.com CURVE TABLE CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH Cl 102.35 62.00 9434'58" S54e 59'12"W 91.12 C2 94.03 363.00 1450'31" N85'08'34"W 93.77 C3 136.32 312.00 25002'00" N800 02'49"W 135.24 C4 221.12 488.00 25057'42" N800 30'40"W 219.24 C5 216.35 163,00 7602'50" S4901650"W 200.81 C6 102.87 413,00 1416'15" S4°07' 18"W 102.60 C7 133.24 1012.00 732'37" SO'45'28"W 133.14 C8 55.84 488.00 6033'23" S1° 15'05"W 55.81 C9 163.33 188.00 49046'34" S260 54'53"E 158.24 C10 173.70 612.00 16015'41" S43n 40'20"E 173.11 C11 109.23 288,00 21043'50" S460 24'24"E 108.58 C12 160.19 512.00 17°5535" S48° 18'31"E 159.54 C13 149.88 188.00 4540'40" S62" 11'04"E 145.94 C14 167.16 162.00 59007'18" S550 27'45"E 159.84 C15 198,92 288.00 39°34'23" S450 41' 18"E 194.99 C16 54.38 1012.00 3'04'45" S63n 56'08"E 54.38 C17 378.25 1488.00 14033'52" S690 40'41"E 377.23 C18 151.42 1012.00 8034'22" 5720 40'26"E 151.28 C19 191.03 388.00 28012'32" S80°45'58"E 189.10 C20 38.08 240.09 9°05'19" N39°20'39"E 38.04 CORRECTED COORDINATE SYSTEM 08-18-17 ORIGINAL ISSUED DATE 07-03-17 Exhibit A Ban=-9k Hc•$wlft Twenty Four(24)Wide Temporary Construction Access Easement Situated in the PROJECT No. 323-9392 172 lll° J.M.RIGGS SURVEY,ABSTRACT No.2616; H.T.&B.RR.CO.SURVEY,SECTION 9,ABSTRACT Na.645 DATE: OB-18-17 Q72'i'3euNlwesiB�ulevard,Safe loo and the SHEET (o t Wont,, Y(F)8 78,32 E.GILLS SURVEY,SECTION 8,ABSTRACT No.2492 T 917231.ei00 ee 017231.8144 O Texas Registered Engineering Firm F-10498 Texas Registered Surrey Fi"n'10158800 Parker County,Texas wsw�.harronslark.com CURVE TABLE CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C21 14.81 33.75 25007'54" SW 29'24"W 14.69 C22 206.44 412.00 28042'31" N810 00'58"W 204.28 C23 147.83 988.00 8034'22" N720 40'26"W 147.69 C24 384.35 1512.00 14033'52" N690 40'41"W 383.31 C25 53.09 988.00 3004'45" N630 56'08"W 53.09 C26 215.49 312.00 3934'23" N45'41'18"W 211.24 C27 142.40 138.00 59°07'18" N55'27'45"W 136.16 C28 169.01 212.00 45040'40" N62' 11'04"W 164.57 C29 152.68 488.00 17055'35" N48018'31"W 152.06 C30 118.33 312.00 21043'50" N460 24'24"W 117.62 C31 166.88 588.00 16"15'41" N43"40'20"W 166.32 C32 184.18 212.00 49046'34" N260 54'53"W 178.44 C33 58.59 512.00 6033'23" N10 15'05"E 58.56 C34 130.08 988.00 7032'37" NO°45'28"E 129.99 C35 108.85 437,00 1416'15" N4'07' 18"E 108.56 C36 248.20 187.00 7602'50" N49 16'50"E 230.38 C37 232.00 512.00 25°57'42" S80°30'40"E 230.02 C38 125.83 288.00 25002'00" S800 02'49"E 124.83 C39 100.25 387.00 14050'31" S850 08'34"E 99.97 C40 62.73 38.00 94034'58" N540 59'12"E 55.85 CORRECTED COORDINATE SYSTEM 08-18-17 ORIGINAL ISSUED DATE 07-03-17 E6 Exhibit A PROJECT No. 323-9392 Barron � Twenty Four(24)Wide Temporary Construction Aocess Easement Situated in the JR.RIGGS SURVEY,ABSTRACT No.2616; H.T.&B.RR.CO.SURVEY,SECTION 9,ABSTRACT No.645 nkTF: 08-1a-t� 6221 Southwest Boulevard,suite 100 and the SHEET Fort Worth, Texas 76132 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 tot It W.1.8106 - asr.z31.932 Teras Registered Engineering Firm F-10998 of Texas Reglstered Survey Firm F.1015a500 Parker County,Texas 7 10 vru+w.barronstark.com LEGAL DESCRIPTION A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT BEING a Twenty Four(24)Foot Wide Temporary Construction Access Easement situated in the J.M.RIGGS SURVEY,Abstract No.2616, H.T.& B.RR.CO.SURVEY,SECTION 9,ABSTRACT No.645 and the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being over,under and across that certain tract of land described in deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records, Parker County,Texas,said Temporary Construction Easement being more particularly described as follows: Beginning at a point in the most north line of said Beggs Tract,being N 87°23'27"E,a distance of 1.43 feet from the southeast corner of Lot 18, CHISHOLM HEIGHTS,PHASE 2,an Addition to Parker County,Texas,according to the Plat recorded in Plat Cabinet B,Slide 017,Plat Records, Parker County,Texas,said BEGINNING POINT having a NAD 83,Texas North Central,Zone 4202 coordinate value of N:6968289.29 and E:2239063.31,for reference; THENCE N 87°23'27"E,a distance of 24.39 feet to a point; THENCE S 741'43"W,a distance of 20.75 feet to a point; THENCE along a curve to the RIGHT,having a radius of 62.00 feet,a delta angle of 94034'58",and whose long chord bears S 54°59'12"W,a distance of 91.12 feet; THENCE N 77°43'18"W,a distance of 90.58 feet to a point; THENCE along a curve to the LEFT,having a radius of 363.00 feet,a delta angle of 1450'31",and whose long chord bears N 85°08'34"W,a distance of 93.77 feet; THENCE S 87°26'11"W,a distance of 336.16 feet to a point; THENCE along a curve to the RIGHT,having a radius of 312.00,a delta angle of 25°02'00",and whose long chord bears N 80°02'49"W,a distance of 135.24 feet; THENCE N 67°31'49"W.a distance of 112.93 feet to a point; THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 25°57'42",and whose long chord bears N 8030'40"W,a distance of 219.24 feet; THENCE S 86°30'28"W,a distance of 1564.08 feet to a point; THENCE S 86°46'13"W a distance of 1339.01 feet to a point; THENCE S 87018'15"W,a distance of 330.55 feet to a point; THENCE along a curve to the LEFT,having a radius of 163.00 feet,a delta angle of 76'02'50",and whose long chord bears S 49'16'50"W,a distance of 200.81 feet; THENCE S 111625"W,a distance of 22.87 feet to a point; THENCE along a curve to the LEFT,having a radius of 413.00 feet,a delta angle of 14°16'15",and whose long chord bears S 4°07'18"W'a distance of 102.60 feet to a point; THENCE S 300'50"E,a distance of 471.65 feet to a point; THENCE along a curve to the RIGHT,having a radius of 1012.00 feet,a delta angle of 7°32'37",and whose long chord bears S 0°45'28"W,a distance of 133.14 feet to a point; THENCE S 4°31`47"W,a distance of 470.11 feet to a point; THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 6°33'23",and whose long chord bears S 1°15'05"W,a distance of 55.81 feet; THENCE S 201'36"E,a distance of 426.31 feet to a point; THENCE along a curve to the LEFT,having a radius of 188.00 feet,a delta angle of 49°46'34",and whose long chord bears S 26°54'53"E,a distance of 158.24 feet; THENCE S 51°48'11"E,a distance of 182.46 feat to a point; THENCE along a curve to the RIGHT,having a radius of 612.00 feet,a delta angle of 16°1641",and whose long chord bears S 43°40'20"E,a distance of 173.11 feet; THENCE S 35°32'29"E,a distance of 237.64 feet to a point; THENCE along a curve to the LEFT,having a radius of 288.00 feet,a delta angle of 21°4350",and whose long chord bears S 46°24'24"E,a distance of 108.58 feet; THENCE S 57°16'19"E,a distance of 730.81 feet to a point; THENCE along a curve to the RIGHT,having a radius of 512.00 feet,a delta angle of 17°55'35",and whose long chord bears S 48°18'31"E,a distance of 159.54 feet; THENCE S 39°20'44"E,a distance of 430.87 feet to a point; THENCE along a curve to the LEFT,having a radius of 188.00 feet,a delta angle of 45°40'40",and whose long chord bears S 62°11'04"E,a distance of 145.94 feet; THENCE S 85°01'24"E,a distance of 224.23 feet to a point; Continued: CORRECTED COORDINATE SYSTEM 08-18-17 ORIGINAL ISSUED DATE 07-03-17 Exhibit A Twen Four 241 Wide Temporary Construction Access Easement Situated h the PHeuEcr No. s23 s3s2 ��r'61't-lCtidfk•S+Yniflt tY � ] P ry °s°'�°"g J.M.RIGGS SURVEY,ABSTRACT No.2616; H.T.&B.RR.CO.SURVEY,SECTION 9,ABSTRACT No.645 RATE: 6221 Seulh-t Boulevard,Suite 100 and the SHEET Fort Wo31. Texas 76,32 E.GILLIS SURVEY SECTION 8 ABSTRACT No.2492 rod aR7gN-dE (F)a17.zai.at98 ^ O� w O Texas Registered Engineering Finn F-70998 VX 'I Texas Registomd Survey Firm F-10156800 Parker County,Texas www.barronstark.com LEGAL DESCRIPTION A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT Continued: THENCE along a curve to the RIGHT,having a radius of 162.00 feet,a delta angle of 59007'18",and whose long chord bears S 55027'45"E,a distance of 159.84 feet; THENCE S 25°54'06"E,a distance of 52.32 feet to a point; THENCE along a curve to the LEFT,having a radius of 288.00 feet,a delta angle of 3934'23",and whose long chord bears S 45°41'18"E,a distance of 194.99 feet; THENCE S 65°28'30"E,a distance of 108.19 feet to a point; THENCE along a curve to the RIGHT,having a radius of 1012,00 feet,a delta angle of 3°04'45",and whose long chord bears S 63°56'08"E,a distance of 54.38 feet; THENCE S 622345"E,a distance of 358.89 feet to a point; THENCE along a curve to the LEFT,having a radius of 1488.00 feet,a delta angle of 14°33'52",and whose long chord bears S 69°40'41"E,a distance of 377.23 feet; THENCE S 76057'37"E,a distance of 326.16 feet to a point; THENCE along a curve to the RIGHT,having a radius of 1012.00 feet,a delta angle of 8°34'22",and whose long chord bears S 72°40'26"E,a distance of 151.28 feet; THENCE S 68°23'15"E,a distance of 409.90 feet to a point; THENCE S 70°54'33"E,a distance of 338.44 feet to a point; THENCE S 6639'42"E,a distance of 186.84 feet to a point; THENCE along a curve to the LEFT,having a radius of 388.00 feel,a delta angle of 28°12'32",and whose long chord bears S 80°45'58"E,a distance of 189.10 feet; THENCE along a curve to the LEFT,having a radius of 240.09 feet,a delta angle of 9°05'19",and whose long chord bears N 39°20'39"E,a distance of 38.04 feet; THENCE N 2806'04"E,a distance of 296.98 feet to a point; THENCE S 00°03'00"E,a distance of 50.87 feet to a point; THENCE S 2806'04"W,a distance of 252.12 feet to a point; THENCE along a curve to the LEFT,having a radius of 33.75 feet,a delta angle of 25°07'54",and whose long chord bears S 14°29'24"W.a distance of 14.69 feet; THENCE S 5°22'14"E,a distance of 24.00 feet to a point; THENCE S 84°3746"W,a distance of 38.41 feet to a point; THENCE along a curve to the RIGHT,having a radius of 412.00 feet,a delta angle of 28°42'31",and whose long chord bears N 81°00'58"W,a distance of 204.28 feet; THENCE N 66°39'42"W,a distance of 185.95 feet to a point; THENCE N 70°54'33"W,a distance of 338.08 feet to a point; THENCE N 6802315"W,a distance of 410.43 feet to a point; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 834'22",and whose long chord bears N 72°40'26"W,a distance of 147.69 feet; THENCE N 7605737"W,a distance of 326.16 feet to a point; THENCE along a curve to the RIGHT,having a radius of 1512.00 feet,a delta angle of 14°33'52",and whose long chord bears N 69°40'41"W,a distance of 383.31 feet; THENCE N 62°2345"W,a distance of 358.89 feet to a point; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 3°04'45",and whose long chord bears N 6356'08"W,a distance of 53.09 feet; THENCE N 65°28'30"W,a distance of 108.19 feet to a point; THENCE along a curve to the RIGHT,having a radius of 312.00 feet,a delta angle of 39°34'23",and whose long chord bears N 45°41'18"W,a distance of 211.24 feet; THENCE N 25°54'06"W.a distance of 52.32 feet to a point; THENCE along a curve to the LEFT,having a radius of 138.00 feet,a delta angle of 59°07'18",and whose long chord bears N 55027'45"W,a distance of 136.16 feet; THENCE N 85°01'24"W,a distance of 224.23 feet to a point; THENCE along a curve to the RIGHT,having a radius of 212.00 feet,a delta angle of 45040'40",and whose long chord bears N 62011'04"W,a distance of 164.57 feet; THENCE N 39020'44"W,a distance of 430.87 feet to a point; THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 17°55'35",and whose long chord bears N 48°18'31"W,a distance of 152.06 feet; Continued: CORRECTED COORDINATE SYSTEM 08-18--97 ORIGINAL ISSUED DATE 07-03--17 Exhibit A Sta1rk•$1w11`t Twenty Four(24)Wide Temporary Construction Access Easement Situated in the PROJECT a azo-sasz ®c�t�n• c_.se J.M.RIGGS SURVEY,ABSTRACT No.2616; H.T.&B.RR.CO,SURVEY,SECTION 9,ABSTRACT No,645 DATE: 08-18-17 8221 Southwest Bw1e 6,S".100 and the SHEr r Fort Worth, Texas17.23,-8122 76,32 (o)817.231 (F)8E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 -8100 Teras Registereneering d EngiFirm F-10998 Yexas Registered-5urvey Firm F-10158800 Parker County,Texas 0� O xnvw.harcons,arksom LEGAL DESCRIPTION A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT Continued: THENCE N 57°16'19"W,a distance of 730.81 feet to a point; THENCE along a curve to the RIGHT,having a radius of 312.00 feet,a delta angle of 21°43'50",and whose long chord bears N 46°24'24"W,a distance of 117.62 feet; THENCE N 3532'29"W,a distance of 237.64 feet to a point; THENCE along a curve to the LEFT,having a radius of 588.00 feet,a delta angle of 1615'41",and whose long chord bears N 43°40'20"W,a distance of 166.32 feet; THENCE N 51°48'11"W,a distance of 182.46 feet to a point; THENCE along a curve to the RIGHT,having a radius of 212.00 feet,a delta angle of 49°46'34",and whose long chord bears N 26°54'53"W,a distance of 178.44 feet; THENCE N 201'36"W,a distance of 426.31 feet to a point; THENCE along a curve to the RIGHT,having a radius of 512,00 feet,a delta angle of 6°33'23",and whose long chard bears N 1'15'05"E,a distance of 58.56 feet; THENCE N 4031'47"E,a distance of 470.11 feet to a point; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 7°32'37",and whose long chord bears N 0045'28"E,a distance of 129.99 feet; THENCE N 3°00'50"W,a distance of 471.65 feet to a paint; THENCE along a curve to the RIGHT,having a radius of 437.00 feet,a delta angle of 1416'15",and whose long chord bears N 4°07'18"E,a distance of 108.56 feet; THENCE N 11°15'25"E,a distance of 22.87 feet to a point; THENCE along a curve to the RIGHT,having a radius of 187.00 feet,a delta angle of 76'02'50",and whose long chord bears N 49°16'50"E,a distance of 230.38 feet; THENCE N 87°18'15"E,a distance of 330.44 feet to a point; THENCE N 86°46'13"E,a distance of 1338.84 feet to a point; THENCE N 86°30'28"E,a distance of 1564.02 feet to a point; THENCE along a curve to the RIGHT,having a radius of 512.00 feet,a delta angle of 25°5742",and whose long chord bears S 8030'40"E,a distance of 230.02 feet; THENCE S 6731'49"E.a distance of 112.93 feet to a point; THENCE along a curve to the LEFT,having a radius of 288.00 feet,a delta angle of 2502'00",and whose long chord bears S 80°0249"E,a distance of 124.83 feet; THENCE N 87°26'11"E,a distance of 336.16 feet to a point; THENCE along a curve to the RIGHT,having a radius of 387.00 feet,a delta angle of 1450'31",and whose long chard bears S 85°08'34"E,a distance of 99.97 feet; THENCE S 77°43'18"E,a distance of 90.58 feet to a point; THENCE along a curve to the LEFT,having a radius of 38.00 feet,a delta angle of 94°34'58",and whose long chord bears N 54°59'12"E,a distance of 55.85 feet; THENCE N 7°41'43"E,a distance of 16.39 feet to the POINT OF BEGINNING and containing 6.66 acres(290,319 square feet)of land,more or less. G\s rg'?' - NOTES: 1.)BEARINGS&COORDINATES SHOWN HEREON ARE °°°°°°°°°°°^°°°°°°°°°°°°°'°°' REFERENCED TO THE TEXAS STATE PLANE JAMES CURTiS YARGER COORDINATE SYSTEM,N.A.D.83 DATUM(TEXAS 5854 NORTH CENTRAL ZONE 4202)DERIVED FROM RESOLVED OPUS SOLUTIONS. <- %,OPE S JAMES CURTIS YARGER REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS 45854 SURVEYED ON THE GROUND 06-29-17 CORRECTED COORDINATE SYSTEM 08-18-17 ORIGINAL ISSUED DATE 07-03-17 Exhibit A Twenty Four 24 Wide Temporary Construction Access Easement Siluated in the PROJECT No. 323-9392 �al�+`OI'I-$1G��Lm�19l91�$ IY { ) P rY °' eo J.M.RIGGS SURVEY,ABSTRACT No.2616; H.T.&B.RR.CO.SURVEY,SECTION 9,ABSTRACT No.645 DATE: 08-18-17 6221 Southwest Houlevarci,Suite 100 and the 5HrET Fort Worth, TeFs '8132 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 r Te 817.231.Eit n 617.231.6144 O O I J O Texas Registered Engineering Film F-10996 _I Texas Registered Surrey Fimr F10158800 Parker Ccunt,Texas www.6arranstaric.com GC-4.02 Subsurface and Physical Conditions CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIZ~ICATION DOCUMENTS City Project No.100378 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 GEOTECHNICAL ENGINEERING STUDY PRELIMINARY INVESTIGATION WESTSIDE V ELEVATED STORAGE TANK STACY LANE FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. February 2017 PROJECT NO. 103-17-244 7636 Pebble Drive vcmi ENGINEERING, INC. Fort Worth,Texas 76118 www.cmjengr.com February 28, 2017 Report No. 103-17-244 Kimley-Horn and Associates, Inc. 801 Cherry Street,.Unit 11, Suite 950 Fort Worth, Texas 76102-6803 Attn: Mr. Kyle Welden, P.E. GEOTECHNICAL ENGINEERING STUDY PRELIMINARY INVESTIGATION WESTSIDE V ELEVATED STORAGE TANK STACY LANE FORT WORTH, TEXAS. Dear Mr. Welden: Submitted here are the results of a geotechnical engineering study for the referenced project. The geotechnical services were conducted in general accordance with CMJ Proposal 16-5983 dated March 3, 2016. Authorization to proceed was provided vis Standard Agreement with Kimley-Horn and executed by Mr. Glenn Gary, P.E. on January 20, 2017. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to the Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING,INC. � r Tj OF 1� \� TEXAS FIRM REGISTRATION F-9177 �,`Q.�.•••••••..:1',q # JOP I JAMS=s P.6 PPINGTON, $1%. 97402 .�Ie t w.- +��Fsl��Ns�t��'=��� Jame P. Sappington, IV, P.E. % Matthew W. Kammerdiener, E.I.T. % 6i0NA1_ Staff Engineer r����,'1•�� Ser Engineer Texas No. ET-48854 Texas No. 97402 copies submitted: (2) Mr. Kyle Welden, P.E.; Kimley-Horn and Associates, Inc. (email & mail) Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS 1.0 INTRODUCTION---------------------------------------------------------------------------..-------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING-----------------------------------------------------2 3.0 SUBSURFACE CONDITIONS---------------------------------------------------------------------------------------3 4.0 PRELIMINARY FOUNDATION RECOMMENDATIONS------------------------------------------------------4 5.0 SITE DRAINAGE--------------------------------------------------------------------------------------------------------7 6.0 SEISMIC CONSIDERATIONS--------------------------------------------------------------------------------------7 7.0 EARTHWORK-------------------------------- ----------------------------------------------------------------------7 8.0 CONSTRUCTION OBSERVATIONS --------------------------------------------------------------------------11 9.0 REPORT CLOSURE----------------------------------------------------------------------------------------------12 APPENDIX A Plate Pianof Borings -------------------------------------------------------------------------------------------------------------A.1 UnifiedSoil Classification-----------------------------------------------------------------—-----------------------------A.2 Key to Classification and Symbols------------------------------------------------------------------------------------A.3 Logsof Borings-------------------------------—--------------------------------------------------------------------A.4—A.5 1.0 INTRODUc,riON 1.1 Project Description The project site is located approximately '/ mile west of Stacy Lane in Fort Worth, Texas. The project, as currently planned, will consist of a 0.5- to 1-million gallon elevated water tank. This report is for the preliminary investigation only. Final geotechnical exploration and analysis is required once the tank size and location are known. The location of the borings are illustrated on Plate A.1, Plan of Borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop preliminary recommendations for the type or types of foundations suitable for the project, To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop preliminary geotechnical recommendations for the proposed construction. 1.3 Report Format The text of the report is contained in Sections 1 through 9, All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). Report No. 103-17-244 CMJ ENGINEERING,INC. 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by two (2) vertical soil borings drilled to a depth of 60 feet below existing grade in the proposed tank area. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 and A.5 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 344 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Report No, 103-17-244 CMJ ENGINEERING,INC. 2 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconflned compressive strength tests conducted for this project are included on the boring logs. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.9 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphies encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. The surficial soils consist of 1 to 4 feet of brown silty clays containing limestone fragments and abundant fractured limestone seams and layers. The various clays had tested Liquid Limits (LL) of 36 to 43 and Plasticity Indices (PI) of 19 to 22 and are classified as CL by the USCS. The various clayey soils were generally hard (soil basis) in consistency with a pocket penetrometer reading of over 4.5 tsf. A tested unit weight value was 101 pcf and a tested unconfined compressive strength was 2,720 psf. Tan limestone with weathered seams and clay seams is next encountered at depths of 1 to 4 feet. The tan limestone is moderately hard to very hard (rock basis), with Texas Cone Penetration (THD) test values of%to 3%inches per 100 blows. Gray shale and gray limestone are next present at a depth of 17 feet below existing grade and continues through boring termination at a depth of 60 feet. The gray shale typically contains shaly limestone seams and layers and limestone seams and layers, while the gray limestone typically Report No. 103-17-244 CMJ ENGINEERING,INC 3 contains shaly limestone seams and layers and shale seams and layers. The gray limestone and gray shale are moderately hard to very hard (rock basis), with Texas Cone Penetration (TH©) test values of%to 4'/ inches per 100 blows. The Atterberg Limits tests indicate the various clays encountered at this site are moderately active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction)with fluctuations in their moisture content. 3,2 Ground Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Ground-water seepage was encountered during drilling in Boring B-1 at a depth of 16 feet. Ground water seepage was not encountered during drilling in Boring B-2 and all boreholes were dry at completion of drilling operations. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Perched water may occur atop or within the tan limestone during periods of heavy or extended rainfall. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 PRELIMINARY FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structure. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing -pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. Report No. 103-17-244 CMJ ENGINHERING,INC. 4 4.2 Expansive Soil Movements The expansive soils encountered at this site can shrink and swell as the soil moisture content fluctuates during seasonal wet and dry cycles. Additionally, the site environment is impacted by grading and drainage, landscaping, ground-water conditions, paving and many other factors which affect-the structure during and after construction. Therefore, the amount of soil movement is difficult to determine due to the many unpredictable variables involved. The following estimates are based on conditions, as if all recommendations are followed. Estimates of soil movements for this site have been performed using data from the Texas Department of Transportation (TxDOT) procedure TEX-124-E for estimating Potential Vertical Rise (PVR), swell testing, and engineering judgment and experience. Vertical soil movements ranging from approximately %to 1 inch have been estimated for the clay soils in a dry condition. The expansive soil movement magnitude is anticipated in the top 4 feet of soils. Below the 4-foot depth, rock with only occasional clay seams will occur. Any pipeline that enters the tank area at depths of 5 feet, for example, will have limited expansive soil movement below the pipe to act as a differential between the pipe and the footing. Estimates of expansive soil movements between a pipe at a 5-foot depth is anticipated to be on the order of '/ inch or less. The estimated soil movements are based on the subsurface conditions revealed by the borings and on seasonal moisture fluctuations. Soil movements, significantly larger than estimated, could occur due to in adequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. 4.3 Shallow Foundations --Preliminary Recommendations 4.3.1 Design Criteria Reinforced concrete mat foundations may be used to support structural loads for the tank. The foundation may be founded using the following alternate criteria: Report No. 103-17-244 CMJ ENGINEERING,INC. 5 Table 4.3.1=1 SPREADIMAT.FOUNDATION DESIGN._CRITERIA Depth Below Founding Allowable Searing Estimated Ground (Ft.) Material Pressure (ksf) Settlement(inches) 6 Tan 12.0 1 inch Limestone This bearing pressure assumes a factor of safety above 3. Allowable pressures for transient loads may be increased by 33 percent. Differential settlement of the foundation is anticipated to be negligible. 4.3.2 Spread/Mat_Foundation Construction Spread or mat foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a spread foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a mud slab should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 2 inches and a lean concrete mud slab of approximately 2 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by Report No. 103-17-244 CMJ ENGINEERING,INC. B excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 5.0 SITE DRAINAGE An important feature of the project is to provide positive drainage away from the structures, pipe supports, pump pads, slabs or foundations. Positive surface drainage should be provided around the perimeter of the tank. Water must not be allowed to pond near the tank during or after construction. If water is permitted to stand next to or below the structures, pipe trenches, and similar facilities, excessive soil movements can occur. This could result in excessive vertical movements and damage or distortion of the structures or other facilities. Ponding water can result in soil movements exceeding those previously given. A slope of 1.5 to 3 percent should be provided, such that the soil slopes away from the proposed structure, foundations, and excavations. 6.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the borings for the above referenced project the IBC-2014 site classification is TYPE B for preliminary seismic evaluation. 7.0 EARTHWORK 7.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Report No. 103-17-244 CMJ ENGINEERING,INC. 7 7.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 Inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken dawn and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 40 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Excavated on-site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches is maximum dimension. As the in-situ limestone are generally hard to very hard, significant processing of the limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges, For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Report No. 103-17-244 CMJ ENGINEERING,INC. 8 Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 7.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil. fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 7.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 7.4 Excavation Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally hard to very hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Report No, 403-47-244 CMJ ENGINEERING,INC. 9 Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. Height (ft.) Horizontal to Vertical 0--3 1:1 3-6 2:1 6-9 3:1 > 9 4:1 The above angles refer to the total height of a slope. Site improvement should be maintained away from the top of the slope to reduce the possibility of damage due to creep or shallow slides. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 7.6 Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to Report No. 103-17-244 CMJ ENGINEERING,INC. 10 proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 7.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 7.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 7.8 Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted on-site soils, rather than granular materials. A positive cut-off at the building line is recommended to help prevent water from migrating in the utility trench backfill. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 192611910), Subpart P, regarding trench excavations greater than 5 feet in depth. 8.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and Report No. 103-17-244 CMJ ENGINEERING,INC. 11 foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 9.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report Report No. 103-17-244 CMJ ENGINEERING,INC. 12 does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. Report No. 103-17-244 CMJ ENGINEERING,INC. 13 This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 103-17-244 � CMJENGINEERING,INC 14 I gz,C.0 w� OV08 b3WNb'-4 C O C .0 Q z w V W O 19 U z w (1) ow CD w _zzwx Q wk z 'j a � Q� eA i w m o 4 2 X O it PLA T� 0 a A- / Major Divisions Sym. Typical Names Laboratory Classification Criteria Well-graded gravels,gravel- a p z c GW sand mixtures,little or no N C�=-6°-greater than 4: Ce--t 3a�---- between 1 and 3 N 0 fines o +a p10 x aeo c c a U o t5 bi ° Poorly graded gravels, gravel S 'E N u GP sand mixtures,little or no T cU) 0 v7 Not meeting all gradation requirements for GW U IV N .2 fines [L :3 _ � 12 8 d -E t9 »-- a w � o Liquid and Plastic limits o �' z o Silty gravels,grave!-sand-silt M q C. . „ „ . Liquid and plastic limits n, E GM below A line or P.I. c� mixtures Z greater than 4 plotting in hatched zone Z 443 to A? between 4 and 7 are borderline cases m Liquid and Plastic limits o v > �' Clayey gravels, gravel-sand- '�N „ . requiring use of dual o M GC c m above A line with P.I. a ; g-. c9 cs clay mixtures @ Z symbols c ¢: ; -greater than 7 52 E 2 CV We[I-graded sands,gravelly f2 c SW ; C=---greater than 6: C =- -- - - between 1 and 3 ro l= sands, little or no fines > E g �" O E m W b c pta oto X Oao U m in c a�o oN a��i v Poorly graded sands; 5 LO •" m N v SP gravelly sands,little or no a U c Not meeting all gradation requirements for SW N m fines wn C: v . Pi N _ p 6 a.0y c 0 , ow e rn ro r- I ai Liquid and Plastic limits 0 o z a> :3 Silty Silty sands,sand-slit (0 „ „ . E � rr- 0 mixtures ; r below A line or P.I.less Liquid and plastic limits - r r ami � � I a m o o than 4 plotting between 4 and 7 m 3 A �_ n o `� a7 are borderline cases Liquid and Plastic limits requiring use of dual o �' SC Clayey sands, sand-clay E o W ,� „ symbols L above"N'line with P.I. CL 2 CL mixtures ID 0 Co greater than 7 CI ❑ Inorganic slits and very fine sands, rock flour,silty or ML clayey fine sands, or clayey W (U slits with slight plasticity 60 > y Inorganic clays of low to c m medium plasticity, gravelly N N E CL clays, sandy clays,silty 5 clays,and lean clays o CM Z r W OL Organic silts and organic silty 4 Mclays of low plasticity o T t7 X30 �+ o Inorganic silts, micaceous or LO MH diatomaceous fine sandy or OH at d nett C silty soils, elastic silts n a� c L 2 LL Ev CL a CH Inorganic clays of high ro ° plasticity,fat clays 1 E 7 ca a 4ML dOL 2 Organic clays of medium to 0 _J OH high plasticity, organic silts 0 10 20 30 40 50 60 70 80 90 100 2 liquid Limit � U rn rn'o Pt Peat and other highly organic Plasticity Chart o N soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE m m s e® SAND 'sw SANDY — SHALE SILT SILTY SANDSTONE O HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRICTURE OF SOIL Fine Grained SOILS(More than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading,(tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils(More than 50%Retained on No.200 Sieve) Penetration ResistancF Descriptive Itern Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Sound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A,3 ENGINEERING INC. Project No. Boring No. Project West Side V Elevated Storage Tank CMJ 103-17-294 B-1 Fort Worth,TX Location Water Observations See Plate A.1 Seepage at 16'during drilling; dry at completion Completion Completion Depth 60.0" Date 2-10-17 Surface Elevation Type CME-55 W/CFA _ g _ w 01 N U- E - a ` c o tr Stratum Description o a �o 0 0 7 , In CL w O omu? :sE N9 oo id r- 0E DC e0 1- Cl EA ! 0. CL c U = D U n. SILTY CLAY,brown,wl abundant fractured 2 limestone seams and layers 7 5 LIMESTONE,tan,w/weathered seams and clay 10010.4" 36 17 19 9 seams,very hard 1 10010.9" 10 i 5 10010.4" SHALE,gray,wl limestone seams, moderately hard to hard 2 00/1.25' 20 —25-- 10014.5" LIMESTONE,gray,w/shaly limestone seams and shale seams,moderately hard to hard 3 10011.5" 10 35 10012.5" 40 10013" -- SHALE,gray,wl limestone seams and layers 45 LIMESTONE,gray,wl shale seams and layers, 10010.4" moderately hard to very hard 5 10013" v c� 55 0012.25` CL c7 N a .- 60 -------------------_.--- 70012.5" 0 z R - i 0 M 0 81 LOG OF BORING NO. B-1 PLATE AA Project No. Boring No. Project Wei Side V Elevated Storage TankC Mf EMGENBBrQMG INC. 103-17u2B-2 Fort Worth,TX Location Water Observations See Plate A.1 No seepage encountered during drilling;dry at completion Completion Completion Depth 00.0' Date 2-10-17 Surface Elevation Type CME-65 w/CFA .6o C CL py N n Eo•' o o � a coStratum Description sv"C U 3 cW �w N V1 N 150 r y i3 ldFCj oma? m m �E � f M-0 C) �� r: 0 0 CL' m EL H IL W .--1.J 0.:J a � M U D J U CL SILTY CLAY,brown,wl limestone fragments,hard 4.5+ 43 21 22 16 101 2720 LIMESTONE,tan,wl weathered seams,moderately hard to very hard 5 0013.25' 10 1 1001 .6" 11 15 0011.25 SHALE,gray,wl shaly limestone seams and layers and limestone seams and layers,moderately hard 20-- to very hard 10013.5" 9 —25- -3 5 3 —— 10011.5" 11 —35 10012" 40 10013" 45 — 10010.4" 50 __ 10011" o — 55 -- 10013" N -.- n s =— --------- 10012" Z — x 4 U.m 0 O 0 LOG OF BORING NO. B-Z PLATE A.5 GEOTECHNICAL ENGINEERING STUDY FINAL INVESTIGATION WESTSIDE V ELEVATED STORAGE TANK AND WATER LINE STACY LANE FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. July 2017 PROJECT NO. 103-17-244-A -�Oicm 7636 PebbleDrive8 � aINEERINGy INC. FortWortli,Texas761G11 wwwx-jelipcom July 11, 2017 Report No. 103-17-244-A Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102-6803 Aun: Mr. Kyle Welden, P.E. GEOTECHNICAL ENGINEERING STUDY FINAL INVESTIGATION WESTSIDE V ELEVATED STORAGE TANK AND WATER LINE STACY LANE FORT WORTH, TEXAS Dear Mr. Welden: Submitted here are the results of a geotechnical engineering study for the referenced project. The geotechnical services were conducted in general accordance with CMJ Proposal 16-59.83 dated March 3, 2016. Authorization to proceed was provided via Standard Agreement with Kimley-Horn and executed by Mr. Glenn Gary, P.E. on January 20, 2017. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to the Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING,INC. �E of rEr`1 TEXAS FIRM REGISTRATION F-9177 ''•:�q�10 Opa e P JAMES P.5APPlNGTON,fVW 11 9740 Jam6s P Sappington, IV, P.E. 1tI C� ENS Ser�ibr Engineer WAL�%% ►��� Texas No. 97402 copies submitted: (2) Mr. Kyle Welden, P.E., Kimley-Horn and Associates, Inc. (email & mail) Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION—------------------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------ 3.0 SUBSURFACE CONDITIONS---------------------------------------------------------------------------------------3 4.0 FOUNDATION RECOMMENDATIONS--------------------------------------------------------------------------5 5.0 SITE DRAINAGE ------------------------------------------------—----------------------.._-----------------------------7 6.0 TRENCH 1 BORE EXCAVATIONS----------------------..----------------------------------------------------------8 7.0 SEISMIC CONSIDERATIONS------------------------------------------------------------------------------------- 11 8.0 GENERAL EARTHWORK------------------------------------------------------------------------------------------ 12 9.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 16 10.0 REPORT CLOSURE------------------------------------------------------------------------------------------------ 16 APPENDIX A Plate Planof Borings----------------------------------—---------------------------------------------------------------------------A.1 Unified Soil Classification-------------------------------------------------------_-------------_....--------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-----------------------------------------------------------------------------------------------------A.4—A.8 FreeSwell Test Results----------------------------------------------------------- ---------------------__------------_-A.9 1.0 INTRODUCTION 1.1 Project Description This report presents the final geotechnical investigation for the proposed elevated storage tank previously documented in the preliminary investigation, CMJ Report 10317-244 dated February 28, 2017. The proposed tank site is located approximately % mile west of the western end of Stacy Inane in Fort Worth, Texas. The project, as currently planned, will consist of a 1-million gallon elevated water tank plus a water transmission line extending eastward from the proposed tank site approximately 7,000 linear feet and crossing FM 3325 by bore techniques. The site vicinity and boring locations are illustrated on Plate A.1, Plan of Borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. 1.3 Report Format The text of the report is contained in Sections 1 through 10. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). Roport No. 103-17-244-A CMJ ENGINEERING,INC, 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by five (5) vertical soil borings. Boring B-3 was drilled to a depth of 60 feet and Borings B-4 and B-5 were drilled to a depth of 30 feet below existing grades in the proposed tank area. Borings B-6 and B-7 were drilled to a depth of 20 feet in the vicinity of the FM 3325 crossing. Borings B-1 and B-2 are documented in CMJ Report 103.17- 244. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.8 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tubs samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations, Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-Inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows.. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs, Report No. 103-17-244-A CMJ ENGINEERING,INC. 2 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. Free swell testing was performed on selected samples of the cohesive soils. The swell tests were used in determining the expansive soil response of the clay soils. The results of the swell tests are provided on Plate A.9. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring fogs in Appendix A. The generalized subsurface stratigraphies encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. The surficial soils consist of 4 to 5 feet of dark brown, brown, light brown and gray silty clays and clays containing limestone fragments, fractured limestone seams and layers, and occasional calcareous nodules. The various clays had tested Liquid Limits (LL) of 26 to 52 with Plasticity Indices (PI) of 10 to 32 and are classified as CL and CH by the USCS. The various clayey soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.25 to over 4.5 tsf. Tested unit weight values were 107 to 122 pcf and tested unconfined compressive strengths were 2,560 to 6,030 psf. Tan limestone with weathered seams, clay seams, and clay layers is next encountered at depths of 4 to 5 feet, The upper 3 feet of tan limestone in Boring B-3 is considered weathered. The tan Report No. 103-17-244-A CM]ENGINEEMG,INC. 3 limestone is generally moderately hard to very hard (rock basis), with Texas Cone Penetration (TND) test values of%to 4Y2 inches per 100 blows. Gray shale is next present in Borings B-3 through B-5 at depths of 17 to 18 feet below existing grade. The gray shale typically contains limestone seams and layers and limestone seams and layers and is soft to very hard (rock basis), with Texas Cone Penetration (THD) test values of % to 6 inches per 100 blows. Gray limestone containing shale seams was encountered below a depth of 44 feet in Boring B-3 and continues through boring termination at 60 feet, The gray limestone is considered hard to very hard (rock basis), with Texas Cone Penetration (THD) test values of % to 1'/ inches per 100 blows. Gray shaly limestone is present in Borings B-6 and B-7 below depths of 12 to 15% feet below existing grade. The gray shaly limestone contains limestone seams and is generally hard (rock basis), with Texas Cone Penetration (TND) test values of 1'/ to 1% inches per 100 blows. The Atterberg Limits tests indicate the various clays encountered at this site are moderately to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. 3.2 Ground-Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Ground water seepage was encountered during drilling in Barings B-3 through B-5 at 16%2 to 17 feet and at a depth of 3 feet in Boring B-6. Water levels of 26 to 27 feet were observed in Borings B-3 and B-4 at drilling completion while Barings B-5 and B-6 were dry at completion. Ground-water seepage was not encountered daring drilling or at completion in Boring B-7. Table 3.2-1 summarizes water level data. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Perched water may occur atop or within the tan limestone during periods of heavy or extended rainfall. Report No. 103-17-244-A CMJ ENGINEERING,INC. 4 TABLE 3.2-1 Ground-Water Observations Boring Seepage {Nater at No. During Completion (ft.) Drilling (ft.) B-3 17 26 B-4 17 27 B-5 16'/2 Dry B-6 3 Dry 13-7 Dry Dry Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structure. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. 4.2 Expansive Soil Movements The expansive soils encountered at this site can shrink and swell as the soil moisture content fluctuates during seasonal wet and dry cycles. Additionally, the site environment is impacted by grading and drainage, landscaping, ground-water conditions, paving and many other factors which affect the structure during and after construction. Therefore, the amount of soil movement is difficult to determine due to the many unpredictable variables involved. The following estimates are based on conditions, as if all recommendations are followed. Estimates of soil movements for this site have been performed using data from the Texas Department of Transportation (TxDOT) procedure TEX-124-E for estimating Potential Vertical Rise Report No. 103-17-244-A CMJ ENGINEERING,INC. 5 (PVR), swell testing, and engineering judgment and experience. Vertical soil movements ranging from approximately 3/ to 1 inch have been estimated for the clay soils in a dry condition. The expansive soil movement magnitude is anticipated in the top 4 to 5 feet of soils. Below the 5- foot depth, rock with only occasional clay seams will occur. Any pipeline that enters the tank area at depths of 5 feet, for example, will have limited expansive soil movement below the pipe to act as a differential between the pipe and the footing. Estimates of expansive soil movements between a pipe at a 5-foot depth and footing is anticipated to be on the order of% inch or less. The estimated soil movements are based on the subsurface conditions revealed by the borings and on seasonal moisture fluctuations. Soil movements, significantly larger than estimated, could occur due to in adequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. 4.3 Shallow Foundations— Elevated Storage Tank 4.3.1 Design Criteria Reinforced concrete mat foundations may be used to support structural loads for the tank. The foundation may be founded using the following design criteria: Table 4.3.1-1 SPREAD/MAT FOUNDATION DESIGN CRITERIA Depth Below pounding Allowable gearing Estimated Ground (Ft.) Material Pressure (ksf) Settlement (inches) 7 Tan Limestone 12.0 1 inch This bearing pressure assumes a factor of safety above 3. Allowable pressures for transient loads may be increased by 33 percent. Differential settlement of the foundation is anticipated to be negligible. Report No. 103-17-244-A CMJ ENCI EEMNc,INC. 6 A.3.2 Spread/Mat Foundation_Construction Spread or mat foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: Identification of bearing material ® Adequate penetration of the foundation excavation into the bearing layer The base and sides of the excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a spread foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a mud slab should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 2 inches and a lean concrete mud slab of approximately 2 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 5,0 SITE DRAINAGE An important feature of the project is to provide positive drainage away from the structures, pipe supports, pump pads, slabs or foundations. Positive surface drainage should be provided around Report No. 103-17-244-A CMJ ENGINEERING,INC. 7 the perimeter of the tank. Water must not be allowed to pond near the tank during or after construction. If water is permitted to stand next to or below the structures, pipe trenches, and similar facilities, excessive soil movements can occur. This could result in excessive vertical movements and damage or distortion of the structures or other facilities_ Ponding water can result in soil movements exceeding those previously given. A slope of 1.5 to 3 percent should be provided, such that the soil slopes away from the proposed structure, foundations, and excavations. 6,0 TRENCH I BORE EXCAVATIONS 6.1 Expected Subsurface Conditions According to the Dallas Sheet of the Geologic Atlas of Texas, the water transmission line will traverse through three geologic formations: Duck Creek, Kiamichi, and Goodland Formations. The Duck Creek Formation is present in the highest elevations of the site, where the proposed elevated tank is situated. Clays are typically present at the surface underlain by tan limestone. The parent bedrock consists of hard gray limestone with some clay and interbedded calcareous shale. The Duck Creek formation typically weathers to form shallow deposits of active clay at the surface. These clays often contain significant quantities of limestone fragments. The underlying Kiamichi Formation is approximately 25 feet thick and is composed of weak, extremely active clays and shaly clays. Outcrops of the Klamlchi normally form narrow bands on hillsides. The underlying Goodland Formation consists of active to highly active clays overlying limestone, present in the lower site elevations. Some shale seams are present in the Goodland formation. Borings B-6 and B-7 at the FM 3325 crossing are indicated of Goodland formation soils and rock. With the geologic changes along the water line route, it should be expected that the soil thickness and depth to top of limestone or shale will vary. Rock hardness can be seen in the majority of the borings to be moderately hard to very hard (sedimentary rock basis). Conventional earth moving equipment is expected to be suitable for excavating the overburden clayey soils. Heavy duty excavation equipment will be necessary and should be expected within the limestone and shale materials, depending on rock hardness. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Report No. 103-17-244-A CMJ ENGINEERING,INC. 8 6.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 192611919), Subpart P. For excavations less than 5 feet deep through the various clays and rock, it is expected that near vertical excavation walls will be possible. In the case that excavations occur through soft clays, granular soils, non-compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing mast be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby Delp reduce lateral ground movements near existing structures. A pre-construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. 6.3 Comments on Horizontal Bores Borings B-6 and B-7 encountered predominately limestone materials below a depth of 5 feet. Any tunnel bores extending into this limestone strata will be encountering moderately hard to hard rock, the upper portions of which can contain weathered zones or clay seams. The limestone strata will likely require special tools to remove/excavate/drill through due to their hardness and abrasiveness. 6.4 Trench I Bore Pit Dewatering Ground-water seepage was encountered in Boring B-6 at a depth of 3 feet. Ground-water conditions can vary with seasonal fluctuations in rainfall. Controlling the ground-water is essential to construction of the water line. f=ailure to control any encountered ground-water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement, and pipe deflections after backfilling. Ground-water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the Report No. 103-17-244-A CMJ ENGINEERING,INC. 9 open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 6.5 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. 6.6 Trench Backfill Pipe embedment should be a coarse-grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above the pipe a minimum of 6 inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Significant processing of the on-site limestone or shale will be required in order to utilize as backfill. Backfill should be compacted in maximum 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. Report No. 103-17-244-A CMJ ENGINEERING,INC. 10 Gay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28-day compressive strength ranging between 50 and 200 psi. 6.7 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on- site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. The trench backfill could be over-built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be overbuilt by one foot and sloped down to match grade at the edge of the excavation. 6.8 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. 7.0 SEISMIC CONSIDERATIONS Based on the conditions encountered in the borings for the above referenced project the IBC-2016 site classification is TYPE B for seismic evaluation. Report No. 103-17-244-A CMJ ENGINEERING,INC. 11 8.0 GENERAL EARTHWORK 8.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 8.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 40 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Excavated on-site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches is maximum dimension. As the in-situ limestone are generally hard to very hard, significant processing of the limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to Report No. 103-17-244-A CMJ ENGINEERING,INC. 12 maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 8.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. Onsite soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts, The density and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 8.4 Excavation Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally hard to very hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Report No. 103-17-244-A CMJ ENGINUMNG,INC. 13 Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. Height(ft.) Horizontal to Vertical 0 - 3 1:1 3 -6 2:1 6 - 9 3:1 > 9 4:1 The above angles refer to the total height of a slope. Site improvement should be maintained away from the top of the slope to reduce the possibility of damage due to creep or shallow slides. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. Report No. 103-17-244-A CMJ ENGINEERING,INC. 14 8.5 Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 8.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 8.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 8.8 Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted on-site soils, rather than granular materials. A positive cut-off at the building/footing line is recommended to help prevent water from migrating in the utility trench backfill. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. Report No. 103-17-244-A CMJ BNGINFERING,INC. 15 9.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the desigri recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 10.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. Report No. 103-17-244-A CMJ ENGINEERING,INC. 16 With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site, that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary, If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. Report No. 103-17-244-A CM]ENGINEERING,VEERING,INC. 17 The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 103-17-244-A CMJ ENGINEERING,INC. 18 L} FM 3325 FARMER ROAD h i Q Q � � � U U o � 7 U C O :p O C .0 O m w w z Q) w oar ® Q W w r a LL. > ti o � 0 0 zw � d Lij 0 IW- I I w \ Lo II r \ 1 1 \\ I I w \ I 1 c a \ I I W ate- X a PLAE T 0 4 A.1 Major Divisions Sym. Typical Names Laboratory Classification Criteria Well-graded gravels,gravel- R DO (Dao)x 4) C GW sand mixtures, little or no � C greater than 4: cc=--- between I and 3 4' fines $ D10 DEQ x 1)" [Lco C/5 o nPaoriy graded gravels, gravel NU M GP sand mixtures, little or no a' to u) y Not meeting all gradation requirements for GW 12 2 fines ro o:v > O N U 4' c9 , d �; :� Liquid and Plastic limits 0 o z c o Silty gravels, gravel-sand-silt q G „ . Liquid and plastic limits N w- C ,,_; GM �; �+ Cr below A line or P.I. o � N mixtures Z greater than 4 plotting in hatched zone Z C •3 c between 4 and 7 are o ' y borderline cases N ,c a, v o ^� ; 13 Liquid and Plastic limits T Clayey gravels,gravel-sand- � `� requiring use of dual ( O `� a GC cla mixtures c z C above"A"line with P.I. Symbols y ; 'a greater than 7 C 1w E + O R O dt . Well-graded sands, gravelly `' ` °� D� (D3°)2 i2 m SW C�----- greater than 6: C�=----------- between land 3 Lo N o sands, little or no fines 1310 D10 x D60 U E y Q+o o N at W o Poorly graded sands; N .N v F:1SP gravelly sands, little or no 2 Not meeting all gradation requirements for SW 4T_ W fines .2 w m Q.,j C •a 'y O O O.(V C LO U) 6 (D C= m Liquid and Plastic limits o r_ o SM Silty sands, sand-silt mixtures C q �,; « cV below"A"line or P.I. less Liquid and plastic limits r r Lf to E ,� o o o than 4 plotting between 4 and 7 are borderline cases -a - `'� a m, Liquid and Plastic limits requiring use of dual 0 (" m Clayey sands,sand-clay ,4) above"A"line with P.I. symbols Sca) a mixtures a greater than 7 C7 ❑ 0 Inorganic silts and very fine sands, rock flour, silty or LO clayey clayey fine sands,or clayey C silts with slight plasticity U N Inorganic clays of low to medium plasticity,gravelly oM CL clays, sandy clays,silty clays, s N - and fears clays o U) n CH Z :3 rr v OL Organic silts and organic silty 40 clays of low plasticity Q °a p30 CInorganic silts, micaceous or MH diatomaceous fine sandy or@ OH a d MH a.c � silty soils, elastic silts 20 pP iii j CL 6 Inorganic clays of high CH ro ' plasticity,fat clays 1 i5 E ;d 4 NAL a id OL at r OH Organic clays of medium to 00 10 20 30 40 50 60 70 80 90 900 W high plasticity,organic sifts Liquid Limit 0 r r ,c' Peat and other highly organic Plasticity Chart O $ Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A,2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE a, waSAND ® ® ® SANDY — SHALE ea moo SILT SILTY SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger SpElt Rock Cone No PLASTIC CLAY - Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL, Fine Grained Soils (more than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained S011S (More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 7O% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with tine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency,texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. ProjectCMJ IINGI r EMNGINC. West Side V Elevated Storage Tank and Water Line 103.17-244-A B-3 Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 17'during drilling;water at 26'at completion Completion Completion Depth 60.0' pate 6.7-17 Surface Elevation Type CME-55 wl CFA C3 LL oCD N E O o Lel.. L7' F Stratum Description o 4 e o ;c z LC w � g � ., x b_U E U LlG N7 'E N= Inm c rq a,E rt E �� a o cn � a o W of m IL F- LL fn ::i 1 f1 J d S M U =)M U 0.. CLAY,dark brown,wl limestone fragments,hard 4.5+ 21 SILTY CLAY,light brown to tan,w/fractured 4.5+ 35 23 12 14 110 limestone seams and limestone fragments,hard 5 LIMESTONE,tan,weathered,w/tan limestone 10014.5" seams and layers,moderately hard LIMESTONE,tan,w/weathered seams and clay seams and layers,very hard 0010.75' 1 0010.75' 15 —— SHALE,gray,w/limestone seams,soft to 20 -- moderately hard 100/5" 00/0.376' 25 - -hard to very hard,25'to 30' -- 0011.25' 30 -- — 10014" —35--A -- 10013" 0 5 LIMESTONE,gray,wl shale seams,hard to very 0010.37 hard ti 5U 10011.5" n fl c� 55 00/0.373' cn ti -------------- 0010.62 ' z a 0 m IL 9 LOG OF BORING NO. B-3 PLATE AA Project No. Boring No. Project CMr ENGMEERING INC.Project g West Side V Elevated Storage Tank and Water Line 103-17-244-A Ba4 Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 17'during drilling;water at 27'at completion Completion Completion Depth 30.0' Date 6-7-17 Surface Elevation Type CME-65 wl CFA u o N C u- Q, EE 0.5 O u �it -.2 CX © ural um DeScirip inn o e 0 P U © cLC s •nom •v � V c W CJ o � mP crE mE cuv oa c� coo R.' lY to o.F- [L 0 :J:J 0.a d 5 M U �J M U a., CLAY,dark brown,wl limestone fragments,very 3.25 52 20 32 18 stiff 3.0 13 SILTY CLAY,light brown and tan,wl fractured 4,5+ 161 1 limestone seams and limestone fragments,very stiff to hard 4.5 32 17 15 14 910 3230 5 -wl gray,T to 4' 4.5+ 8 922 LIMESTONE,tan,wl weathered seams,clay seams and layers,hard to very hard 10011" —10- 0010.626"0010.&2 ' 15 —— SHALE,gray,w/limestone seams and layers, moderately hard to hard 10015.5" 20 —_ 10011" 25 100!3.5" 0--A _.__..._..--_.----------------- U 'a c� N N. rh 0 V' 2 d 00 lx. o LOG OF BORING NO. Bm4 PLATE AA Project No. Boring No. Project West Side V Elevated Storage Tank and Water Line CK ENGINEERING INC. 103-17244-A B-5 t=ort Worth,Texas Location Water Observations See Plate A,1 Seepage at 16.5'during drilling; dry at completion Completion Completion Depth 30,0, 1 Date 6-7-17 Surface Elevation Type CINE-55 w/CFA CD -a 0 a N u. p, E Q O �tr��um Descipticn o _ U © u N Uo n9 DVE Ul d U N R{ 6 E M-a 00 'C A C O O U rz o_ P 0.W �� n.� a5 20 a� �vo- GLAY,dark brown,wl limestone fragments,stiff 2.5 24 SILTY CLAY,light brown and tan,wl fractured 3.5 12 limestone seams and limestone fragments,very 3.0 36 21 15 20 stiff to hard 4,5+ 11 118 6030 -wl gray below 3' 5 LIMESTDNE,tan,w/weathered seams,clay seams and layers,hard 0011.25' —10- 10011.51, 15 ——_ SHALE,gray,wl limestone seams and layers, _ moderately hard 10015.5" 20 i— _-- 0013.25' 25 — 10012.5" ' 30 -------------- --------- n 0 -i U d C7 N C$ z a 0 m u. o LOG OF BORING NO. B-5 PLA�� X1.6 Project No. Boring No. Project West Side V Elevated Storage Tank and Water Line CMJ EvcnvsEarNc INC. 903-17-244-A B-6 Fort Worth,Texas Location Water Observations See Plate A.1 Seepage at 3'during drilling;dry at completion Completion Completion Depth 20.0' Date $-17 Surface Elevation Type CME-55 wl CFA a a a w C Q Stratum Descripti®n e U: raja �� vx w o N u} R,0 0mg A.9 'o 0 0 'c rn $ 0 0 C; W M a E- o.(n —1-J a.-J F 20 U =):g 7)00- SILTY )vnn.SILTY CLAY,brown,w/calcareous nodules,stiff to 2.5 1 23 very stiff 2.75 41 22 19 191 407 2560 -w/fractured limestone seams below 2' 3.0 16 SILTY CLAY,light brown and tan,wl fractured 2.25 261 16 10 12 112 limestone seams and limestone fragments,stiff to 4,5+ 10 5 hard LIMESTONE,tan,wl weathered seams and clay seams,moderately hard to hard 10012" 1 SHALY LIMESTONE,gray,wl shale seams,hard 10011.5" 15 0011.75' cn i c� w C9 z a 0 C3 0 LOG OF BORING NO. B-6 PLATE A.7J Project No. Boring No. Project West Side V Elevated Storage Tank and Water Line CMJ ENGINURRING INC. 103-17-244-A B-7 Fort Worth,Texas Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion. CompletionCompletion Depth 20.0. Date 6-$-17 Surface Elevation Type CME-55 wl CFA o LL O/ N Stratum Description42 2.8 a % ! - U O 3 ��' ' te NN UES W C1 (D _°' tr E E m y 00 c c 0 0 of mo.F II (n :.:.ir LL_I d 20 �� x00. SILTY CLAY,dark brown,wl fractured limestone 3.75 1$ seams and limestone fragments,very stiff to hard 4,5+ 10 4.5 44 22 22 17 SILTY CLAY,light brown to tan,wl fractured 4.5+ 12 limestone seams,hard 4,5+ 10 5 LIMESTONE,tan,wl weathered seams,hard 0011.25' —10— -wl clay seams,moderately hard below 13' 10013" 15 SHALY LIMESTONE,gray,wl limestone seams, hard 20 ----------------------_-__ 00/1.25' h Q U R. i9 N r i� r (7 z 0 in 0 0 LOG OF BORING NO. B-7 PLATE A.8 FREE SWELL TEST RESULTS Project: West Side V Elevated Storage Tank and Water Line Fort Worth, Texas Project No.: 103-17244-A 'Depth --._. �- ["'14 T-d _ #?l�sfi'c PI8's dGR WoiOlrre� f3rrri.yy lea.# r�r E aip�l�l2 Li�r1i1 . i -LiWi#' Vd . -� cc B-3 1 -2 Silty Clay 35 23 12 14.4 17.7 0.1 B-4 3-4 silty Clay 32 17 15 13.5 15.1 0.1 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.9 GC-4.06 Hazardous Envgr®nmenW Conditions at Site CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised duly 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 Phase I Environmental site Assessment 1-Acre Parcel Farmer Road Fort Worth, Texas PIIASE I ENVIRONMENTAL SITE ASSESSMENT 1-ACRE PARCEL FARMER ROAD FORT WORTH, TEXAS MARCH 1,2017 Prepared For: KIMLEY-HORN AND ASSOCIATES, INC. 801 CHERRY STREET, UNIT 11, SUITE 950 FORT WORTH, TEXAS 76102 Prepared By: W&M ENVIRONMENTAL GROUP, LLC 906 EAST 18"STREET PLANO, TEXAS 75074 TEL: 972-516-0300 FAX: 972-516-4145 PROJECT NO. 823.032 TABLE OF CONTENTS EXECUTIVE SUMMARY......................................................................................................................i 1.0 INTRODUCTION.............................................................................................................................1 1.1 Purpose...........................................................................................................................................1 1.2 Detailed Scope of Services............................................................................................................1 1.3 Significant Assumptions................................................................................................................1 1.4 Limitations and Exceptions............................................................................................................2 1.5 Special Terms and Conditions.......................................................................................................2 1.6 User Reliance.................................................................................................................................3 2.0 SITE DESCRIPTION.......................................................................................................................4 2.1 Location and Legal Description.....................................................................................................4 2.2 Site and Vicinity General Characteristics......................................................................................4 2.3 Current Use of the Property...........................................................................................................4 2.4 Descriptions of Structures, Roads, Other Improvements...............................................................4 2.5 Current Uses of the Adjoining Properties......................................................................................4 3.0 USER PROVIDED INFORMATION.............................................................................................5 3.1 Title Records..................................................................................................................................5 3.2 Environmental Liens or Activity and Use Limitations..................................................................5 3.3 Specialized Knowledge..................................................................................................................5 3.4 Convnonly Known or Reasonably Ascertainable Information......................................................5 3.5 Valuation Reduction for Environmental Issues.............................................................................5 3.6 Owner, Property Manager, and Occupant Information..................................................................5 3.7 Reason for Performing Phase I ESA..............................................................................................5 3.8 Other..............................................................................................................................................5 4.0 RECORDS REVIEW........................................................................................................................6 4.1 Standard Environmental Record Sources ......................................................................................6 4.2 Additional Environmental Record Sources....................................................................................7 4.3 Physical Setting Source(s).............................................................................................................7 4.4 Historical Use Information on the Property...................................................................................8 4.5 Historical Use Information on Adjoining Properties.....................................................................8 5.0 SITE RECONNAISSANCE.............................................................................................................9 5.1 Methodology and Limiting Conditions----- ------------------------------------------------------------------------------------9 5.2 General Site Setting.......................................................................................................................9 5.3 Exterior Observations.......... ----------------------------- ------------------------------.....10 5.4 Interior Observations...................................................................................................................11 6.0 INTERVIEWS.................................................................................................................................12 6.1 Owner...........................................................................................................................................12 6.2 Site Manager................................................................................................................................12 6.3 Occupants.....................................................................................................................................12 6.4 Local Government Officials ........................................................................................................12 6.5 Others...................................................................................................................................•..---..12 7.0 EVALUATION................................................................................................................................13 7.1 Findings .......................................................................................................................................13 7.2 Opinion....................................................................................... ................13 ................................. 7.3 Conclusions..................................................................................................................................13 7.4 Deviations....................................................................................................................................14 7.5 Additional Services......................................................................................................................14 7.6 Environmental Professional Statement........................................................................................14 W&M Environmental Group,LLC(W&M Project No-823.032) TABLE OF CONTENTS FIGURES Figure 1 Site Location Figure 2 Site Layout APPENDICES A Definitions B User Questionnaire C References D Regulatory Records Documentation E Local Records and Records of Communication F Historical Research Documentation G Photographs of Site and Adjacent Properties H Qualifications of Consultants W&M Environmental Group,LLC(W&MProject No.823.032) EXECUTIVE SUMMARY W&M Environmental Group, LLC(W&M) conducted a Phase I Environmental Site Assessment(ESA) of the property located approximately one mile west of the intersection of Farmer Road and Stacy Lane in Fort Worth,Parker County, Texas(Site). The Site is approximately 1 acre of ranch land. .The Phase I ESA was performed in conformance with the scope and limitations of the ASTM International (ASTM) Standard Practice for Environmental Site Assessments:Phase I Environmental Site Assessment Process(ASTM Standard E1527-13). Any exceptions to, or deletions from,this practice are described in Sections 1.2, 1.3, and 7.4 of this report. This assessment has revealed no evidence of recognized environmental conditions (RECs) in connection with the property(Site). W&MEnvironunental Group,LLC(W&M,Project No.823,032) Page i 1.0 INTRODUCTION W&M Environmental Group, LLC (W&M) conducted a Phase I Environmental Site Assessment(ESA) of the property located approximately one mile west of the intersection of Farmer Road and Stacy Lane in Fort Worth,Parker County,Texas (Site). The Site is approximately 1 acre of ranch land. 1.1 Purpose This report was prepared in accordance with the ASTM International (ASTM) Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM Standard E1527-13),which constitutes all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice as defined at 42 U.S.C. §9601(35)(B). The purpose of this Phase I ESA is to identify, to the extent feasible pursuant to the processes prescribed in the ASTM Standard E1527-13, recognized environmental conditions (RECs) in connection with the Site. The U.S. Environmental Protection Agency's (EPA's) All Appropriate Inquiry(AAI)rule allows a user to qualify for certain protections from CERCLA liability for innocent landowners,bona fide prospective purchasers and contiguous property owners in that it constitutes "all appropriate inquiry"into prior ownership and use of a property prior to or on the date a person acquires a property. The ASTM standard was written in conjunction with the EPA rule and details how to meet the rule. Definitions of common terms associated with ASTM El 527-13 are presented in Appendix A. 1.2 Detailed Scope of Services The scope of work for the Phase I ESA, as defined by the ASTM standard, was as follows: • Records review. • Site reconnaissance. • Interviews. • Report. The ESA report documents activities and findings associated with the assessment,including the environmental impact of activities on properties adjacent to the Site. Potential environmental concerns noted in a Phase I assessment may warrant collection of additional Site data, and may include the sampling of environmental media(i.e., soil, groundwater, or vapors). These tasks would be conducted as part of a Phase lI assessment. In accordance with the ASTM Standard,no sampling of environmental media is required in the Phase I assessment. 1.3 Significant Assumptions No significant assumptions were made for this assessment. W&M Environmental Group,LLC(W&M Project No.823.032) Page 1 1.4 Limitations and Exceptions The assessment of environmental conditions provided in this report is based solely upon analysis of information from the sources listed above. The information obtained from records review is limited to that which is reasonably ascertainable, according to the ASTM Standard. Information obtained from businesses or individuals is limited to that which is voluntarily disclosed. A complete evaluation of business environmental risk associated with a parcel of commercial real estate may necessitate investigation beyond that identified in this practice. Where information is available that indicates the potential for vapors to be present in, or may migrate to, the subsurface of the Site,W&M will develop an opinion regarding the potential for a vapor encroachment condition(VEC). However,the determination of whether a VEC actually exists may require additional information or evaluation that is beyond the scope of a Phase I ESA. Unless specifically described in the report,no sampling of environmental media(soil, surface water, sediments,wastes, or groundwater), or evaluations of asbestos-containing materials (ACM),radon gas, indoor air quality, lead-based paint(LBP), lead in drinking water,or wetlands were performed during this assessment. Regulatory compliance, ecological resources, endangered species, cultural and historic resources, industrial hygiene, health and safety, and high voltage power lines were not addressed during this assessment unless specifically described in Section 1.2 of this report. Any exception to, or deletions from, this practice are described in Sections 1.2, 1.3, and 7.4 of this report. The identification of conditions that could affect the property in question is limited by the availability and accuracy of information provided by governmental and private sources. To the extent practical,the accuracy of information obtained has been verified. The information presented in this report is based upon records that are currently available and upon the conditions that existed at the time of our visual reconnaissance of the Site. No limiting conditions were encountered during the Site visit. Per Section 4.6 of the ASTM Standard, a Phase I ESA conducted according to the Standard less than 180 days prior to the date of acquisition of the Site or the date of the intended transaction is presumed to be valid. A Phase I ESA for which the information was collected or updated within one year prior to the date of acquisition of the Site or the date of the intended transaction may be used provided that the following components of the inquiries were conducted or updated within 180 days of the date of purchase or the date of the intended transaction: • Interviews. • Searches for recorded environmental cleanup liens. • Reviews of federal, tribal, state, and local government records. • Visual inspections of the Site and adjoining properties. • The declaration by the environmental professional responsible for the assessment or update. 1.5 Special Terms and Conditions No special terms or conditions were included in this assessment. W&M Environmental Group,LLC(W&MProject No.823.032) Page 2 1.6 User Reliance This report was prepared for the sole use of Kiniley-Horn and the City of Fort Worth and shall not be disseminated to, used by,or relied upon by any other party without the express prior written consent of Kimley-Horn, the City of Fort Worth and W&M. Other parties relying on this Phase I ESA via a reliance letter do so with the same limitations and conditions of the contract between Kimley-Horn.,the City of Fort Worth and W&M. This document was developed by employing generally accepted methods and customary practices of the environmental profession. W&M Envlrannaentd rrnup,LLC(W&M Project No.823.032) Page 3 2.0 SITE DESCRIPTION 2.1 Location and Legal Description The Site is located west of the intersection of Farmer Road and Stacy Lane in Fort Worth, Parker County, Texas. The location of the Site is presented on Figure 1. The Site's legal description as contained by the Parker County Central Appraisal District(PCAD) is as follows: The Site is an approximately 1 acre parcel contained within the southwestern portion of the property described as, "Abstract 2492, 303 Acres of the E. E. Gillis Survey." 2.2 Site and Vicinity General Characteristics The Site is vacant and located in a primarily residential and agricultural area of Fort Worth. 2.3 Current Use of the Property The Site is currently used as ranch land. 2.4 Descriptions of Structures,Roads, Other Improvements There are no structures on the Site. Private dirt and gravel roads provide access to the Site. 2.5 Current Uses of the Adjoining Properties The properties surrounding the Site are as follows: • North: Ranchland • South: Ranchland • East: Ranch land,natural gas well, commercial businesses, and Stacy Lane and Farmer Road • West: Dirt road,natural gas well, and ranch land W&M Environmental Group,LLC(W&M Project No.823.032) Page 4 3.0 USER PROVIDED INFORMATION Mr. Tyler Kay completed the User Questionnaire on behalf of Kimley-Horn(the User). Information provided by the User is presented below and a copy of the completed User Questionnaire is presented in Appendix B. 31 Title Records The User did not provide recent title policy information for the Site. 3.2 Environmental Liens or Activity and Use Limitations The User did not provide W&M with information regarding environmental liens or activity and use limitations associated with the property. 3.3 Specialized Knowledge No specialized knowledge was provided by Mr.Kay. 3.4 Commonly Known or Reasonably Ascertainable Information Mr.Kay did not provide commonly known or reasonably ascertainable information about the Site that is material to RECs in connection with the Site. 3.5 Valuation Reduction for Environmental Issues According to the User,there is no evidence that the value of the Site has been reduced for environmental issues. 3.6 Owner,Property Manager,and Occupant Information Mr.Kay provided contact information for the Site representative, Mr. Ed Farmer Beggs. Information obtained from an interview with Mr. Farmer Beggs is presented in Section 6.0. 3.7 Reason for Performing Phase I ESA The Phase I ESA was conducted as part of a property transfer. The Phase I ESA was conducted to identify potential environmental conditions that could materially impact the facility and to satisfy one of the requirements to qualify for Landowner Liability Protection(LLP) to CERCLA liability. 3.8 Other No other information was provided by the User. W&M Environmental Group,LLC{W&M Projea No.823.031} Page 5 4.0 RECORDS REVIEW The purpose of the records review is to obtain and review records that will help identify RECs in connection with the Site. References identifying published sources relied upon in preparation of this Phase I ESA are provided in Appendix C. 4.1 Standard Environmental Record Sources A review of available information contained on government agency databases was performed for the Site and is detailed in this section of the report. The review includes a regulatory database search of records with the EPA and Texas Commission on Environmental Quality(TCEQ). Standard environmental record sources were reviewed according to Section 8.2.1 of ASTM El 527-13. Regulatory database search results including a list of databases searched and detailed information on each property identified—are provided in the Environmental Data Resources, Inc. (EDR)Radius MapTM Report with GeoChecke (EDR Report)presented in Appendix D. Standard environmental record sources reviewed are listed below: Record Radius (mics) Fncilities Record Radius (mrleN) Faeilifies within within ASTM ASTM itatllus Radices National Priorities 1.0 SWF/LF 0.5 List L Proposed NPL 1.0 CLI 0.5 Delisted NPL 1.0 Waste M 't Target Property SEMS 0.5 LPST 0.5 SEMS/NFRAP 0.5 UST 0.25 CORRACTS 1.0 AST 0.25 RCRA—TSDF 0.5 SPILLS Target Property RCRA--L G 0.25 AUL 0.5 RCRA—S G 0.25 VCP 0.5 RCRA—CES G 0.25 BROWNFIELDS 0.5 En 'Eng'g Controls 0.5 IHW Target Property Inst'l Controls 0.5 Indian LUST 0.5 ERNS Target Property Indian UST 0.25 SHWS 1.0 Indian VCP 0.5 TOP I Target Property SEMS—Superfund Enterprise Management System IOP—Innocent Owner/Operator Sites NPL—National Priorities List VCP—Voluntary Cleanup Program Sites NFRAP—No Further Remedial Action Planned SWFILF/CLI—State-listed Solid Waste Facilities/ CORRACTS—Corrective Action Tracking System Landfills/Closed Landfill Inventory RCRA—Resource Conservation and Recovery Act USTs/ASTs--Underground Storage Tanks/Above TSDF—Treatment Storage and Disposal Facilities Ground Storage Tanks SQG/LQG—Small Quantity Generator and Large LPST—State listed Leaking Petroleum Storage Quantity Generator facilities Tanks ERNS—Emergency Response Notification System AUL—Activity Use Limitation Sites(with SLAWS—State Hazardous Waste(Superfund)Sites engineering or institutional controls) iHW—State listed Industrial &Hazardous Waste Sites W&HEnvironmental Group,LLC(13'&M Project No.823.032) Page 6 Subject Property The Site was not identified in the EDR Report. Surrounding Properties No mapped sites were identified in EDR's search of available government records. The EDR Report is provided in Appendix D. Because neither the Site nor the adjoining properties were identified in the environmental databases reviewed,no additional pertinent regulatory files were required to be reviewed. Orphan Properties Orphan properties are properties with incomplete addresses that are listed by EDR, but not mapped in the Radius Map Report. No orphan properties were identified in the EDR database report. 4.2 Additional Environmental Record Sources W&M requested Site-specific information of environmental relevance from additional sources beyond the government database report discussed above. The sources and information are discussed below. Parker County Emergency Services District(ESD) I W&M contacted the Parker County Emergency Services District(ESD) 1 regarding incidents reported at the Site. W&M has not received a response to date,but will notify the User upon receiving information that would change the conclusions of this report. Parker County W&M contacted Parker County regarding incidents reported at the Site. W&M has not received a response to date,but will notify the User upon receiving information that would change the conclusions of this report. 4.3 Physical Setting Source(s) Soils Based on a review of the Web Soil Survey, the soil underlying the Site consists of the Aledo-Bolar association. The Aledo series consists of shallow to very shallow,well drained, moderately permeable soils that formed in interbedded limestones and marls of Cretaceous age. These soils are on gently sloping to steep uplands. Slope is mostly less than S percent, but ranges from 1 to 40 percent. The Bolar series consists of moderately deep,well drained, moderately permeable soils that formed in interbedded limestones and calcareous marls. The soils are on gently sloping to moderately steep uplands. Slopes range from 1 to 15 percent. Topography The Site lies at an elevation of approximately 1,070 feet above mean sea level,according to the United States Geologic Survey(USGS) 7.5-minute quadrangle for Springtown SE/Aledo/Annetta/Lake Weatherford,Texas (2012/2013). Based on the topographic information and observations made during the Site reconnaissance, the Site slopes downward at a moderate grade to the south toward its southern boundary. W&M Environmental Group,LLC(W&MProjectNo.823.032) Page 7 Geology Review of the Geologic Atlas of Texas, Dallas Sheet, indicates the primary geologic formation underlying the Site is Kiamichi Formation. The Kiamichi Formation consists largely of calcareous, silty clays and marls. The clays are dark to bluish-gray on the fresh surfaces,but weather to an olive or yellow color. There are scattered flaggy, silty and nodular limestones in the Kiamichi which are only a few inches thick. The Kiamichi is approximately 30 feet thick, and thickens from south to north. Hydrogeology According to the Texas Water Development Board(Aquifers of Texas, Report 380,July 2011),the Site is located above the outcrop portion of the Trinity Aquifer, a major aquifer in the area. Site-specific groundwater information was not available for review. Groundwater flow direction of the uppermost water-bearing zone typically follows surface topography,but can be influenced by various surface water features, subsurface soils, and water wells (i.e., drinking water and irrigation wells). An accurate assessment of groundwater flow direction would require the installation and evaluation of a minimum of three groundwater monitor wells. For purposes of this ESA, W&M has presumed that shallow groundwater movement would be to the south toward a tributary of Little Marys CreeIc. 4.4 Historical Use Information on the Property W&M reviewed aerial photographs(dated 1948, 1953, 1968, 1981, 1995,2004, 2005,2006, 2010, and 2012),historic USGS topographic maps (dated 1968 and 2012/2013), and city directories (various years between 1992 and 2013)to identify previous uses of the property from the present back to the first developed use or back to 1940,whichever is earlier. Aerial photographs, historic topographic maps, and city directory listings are provided in Appendix F. Sanborn maps were not available for the Site. Aerial Photographs Based on the aerial photographs,the Site appears to be ranch land since at least 1948. A dirt road traverses through the northwestern portion of the Site. Minor disturbances to the soil are depicted in the northeastern portion of the Site from 1948 through 1953,which appear to be associated with ranching activities/operations. Topographic 1Vlaps No dwellings or other indications of Site development are depicted on the topographic maps from 1968 through 2012/2013. Citp Directory The Site contains no developments and was not identified in the City Directories provided by EDR. Summary Based on the historical information reviewed,the Site has been ranch land since at least 1948. A dirt road traverses through the northwestern portion of the Site. 4.5 Historical Use Information on Adjoining Properties Based on a review of historical information, the areas surrounding the Site are primarily natural gas well sites,residential and/or agricultural land. A cattle pen has been depicted southwest of the Site since at least 1948. A water pump station was first depicted cast of the Site in 2010. W&MEnvironmental Group,LLCOMHProject No.823.032) Page 8 5.0 SITE RECONNAISSANCE The objective of the Site reconnaissance is to obtain information indicating the likelihood of identifying RECs in connection with the Site. The Site Layout is presented on Figure 2 and photographs of the Site are presented in Appendix G. 5.1 Methodology and Limiting Conditions W&M Environmental Scientist Holly Stockton visited the Site on Wednesday, February 22,2017,to visually and physically observe general Site conditions including any structure(s) located on the Site to the extent not obstructed by bodies of water, adjacent buildings, or other obstacles. During the Site walk, visible conditions were observed on the Site and adjoining properties. The Site reconnaissance was conducted on foot. 5.2 General Site Setting Current and Past Use(s) of the Property The Site is currently ranch land. There were no other apparent past uses evident from observations during the Site,reconnaissance. Current and Past Use(s) of Ad.joining Properties and Surrounding Area The area reconnaissance was performed to assist in determining whether adjacent land uses have, or could have, impacted the Site. The area was toured by foot and automobile from public rights-of-way. The properties surrounding the Site are as follows: • North: Ranch land South: Ranch land • East: Ranch land,natural gas well,Bean Hay Company, Tim's Towing and Recycling, Stacy Lane, and Farmer Road • West: Dirt road, natural gas well, and ranch land The Site is located in a residential and agricultural area of Fort Worth. Geologic,Hydrogeologie,Hydrologic, and Topographic Conditions A dirt road traverses through the northwestern portion of the Site. Based on the Site reconnaissance,the Site slopes south toward the southern portion of the Site. Stormwater is expected to run-on to the Site from the north adjoining properties and discharge from the Site via surface flow toward a tributary of Little Marys Creek located south of the Site. General Description of Structures There are no structures on the Site. A dirt road traverses through the northwestern portion of the Site. Roads The Site is located west of Farmer Road and Stacy Lane. Private dirt and gravel roads provide access to the Site. W&M Environmental Group,LLC(IMMProject No.823.032) ,Page 9 Potable Water Supply The Site is not developed and therefore does not currently have potable water supply. Private water wells provide potable water to properties in the area. Sewage Disposal System The Site is not developed and therefore is not currently connected to a sewage disposal system. Private septic tanks are utilized for sewage disposal in the area. Hazardous Substances and Petroleum Products A natural gas pipeline marker was observed on the southern portion of the Site. No obvious signs of a release were observed in the area of the pipeline marker. No other hazardous substances or petroleum products were observed at the Site. Storage Tanks No storage tanks were observed during the Site reconnaissance. Odors No unusual odors were noted at the Site during the reconnaissance. Pools of Liquid No pools of liquid were observed at the time of the Site reconnaissance. Drums No drums were observed at the time of the Site reconnaissance. Unidentified Substance Containers No unidentified substance containers were observed at the time of the Site reconnaissance. Polychlorinated Biphenyls W&M observed for evidence of electrical and hydraulic equipment known or suspected of containing polychlorinated biphenyls(PCBs). No transformers were observed on the Site. 5.3 Exterior Observations Pits,Ponds, or Lagoons No evidence of pits,ponds, or lagoons was observed during the Site reconnaissance. Stained Soil or Pavement No stained soil or pavement was observed at the time of the Site reconnaissance. Stressed Vegetation No evidence of stressed vegetation was observed during the Site reconnaissance. W&MBnvironmentad Group,LLC(W&M Project No.823.032) Page 10 Solid Waste W&M observed two small piles (approximately one cubic yard in size each) of soil and rock on the Site. According to the Site representative,Mr. Ed Farmer Beggs, the piles of soil and rock were from recent soil sampling events that took place on the Site. No other debris, odor, or other obvious indications of hazardous substances or petroleum products were noted in association with the piles of soil and rock. Wastewater No process wastewater was observed during the Site reconnaissance. Wells No wells (e.g., water supply, irrigation,dry wells, injection wells, etc.)were observed at the Site during the Site reconnaissance. Septic Systems No septic systems were observed at the Site or on the adjacent properties. 5.4 Interior Observations There are no structures present at the Site;therefore,no interior observations were made. W&M,Environmental Group,LLC(W&.M Project No.823.032) Page 11 6.0 INTERVIEWS The objective of interviews is to obtain inforination indicating RECs in connection with the Site. Interviews with past and present owners, operators, and occupants of the property, consisted of questions asked in an attempt to obtain information about current and past uses and conditions of the Site. Documentation of interviews is presented in Appendix E. 6.1 Owner Mr. Ed Farmer Beggs is the Site representative. According to Mr. Farmer Beggs,the Site has been owned by the George Beggs III Trust since the 1920s. Mr. Farmer Beggs has always known the Site to be ranch land. According to Mr. Farmer Beggs, oil and gas production is ongoing within the ranch,but none is on or immediately adjacent to the Site. He was not aware of any USTs or wells located on the Site. Mr, Farmer Beggs was unaware of any environmental concerns in connection with the Site. 6.2 Site Manager Mr. Farmer Beggs is the Site representative. Information provided by Mr.Farmer Beggs is detailed in Section 6.1 of this report. 6.3 Occupants W&M visited the Site;however,no occupants were available for interview. 6.4 Local Government Officials W&M did not personally interview any local government officials; however, information obtained during the open records search is provided in Section 4.2 of this report. 6.5 Others No additional persons were interviewed as part of the assessment. W&MEnvironmental Group,LLC(W&MProjectNo.823.032) Page 12 7.0 EVALUATION W&M conducted a Phase I ESA of the property located approximately one mile west of the intersection of Farmer Road and Stacy Lane in Fort Worth,Parker County, Texas. The Site is approximately 1 acre of ranchland. 7.1 Findings • The Site has been ranch land since at least 1948. A dirt road traverses through the northwestern portion of the Site. • Neither the Site nor any adjacent properties were identified in the EDR database report. • A natural gas pipeline marker was observed on the southern portion of the Site. No indications of releases were observed near the pipeline marker. • Two small piles(approximately one cubic yard in size each) of soil and rock were observed on the Site. According to the Site representative, Mr. Ed Farmer Beggs,the piles of soil and rock were from recent soil sampling events that took place on the Site. No other debris, odor,or other obvious indications of hazardous substances or petroleum products were noted in association with the piles of soil and rock. • A gas well is located approximately 700 feet east of the Site. No indications of a release were observed near the gas well. 7.2 Opinion • Current and historical use of the Site as ranch land does:not represent a REC due to the lack of evidence associated with hazardous substance and/or petroleum product storage/use. • The natural gas pipeline which traverses the Site does not represent a REC as there have been no reported releases and no indication of a release was observed during the Site reconnaissance. • The small piles of soil and rock on the Site do not represent a REC as they are not indicative of a hazardous substance and/or petroleum product release, • Based on distance and no obvious signs of a release, the gas well located approximately 700 feet east of the Site does not represent a REC in connection with the Site. Data Gaps Due to the unavailability of historic records,W&M was not able to identify Site use back to 1940. However, land use at that time was likely agricultural. Additionally, W&M has not received full responses from all City departments queried at the time of publication of this report. However, in our opinion,these data gaps are not considered significant and are unlikely to alter the conclusions of the assessment. 7.3 Conclusions W&M has performed a Phase I ESA in conformance with the scope and limitations of ASTM Practice E1527-13 of the property located approximately one mile west of the intersection of Farmer Road and Stacy Lane in Fort Worth,Parker County, Texas. Any exceptions to, or deletions from, this practice are described in Sections 1.2, 1.3 and 7.4 of this report. This assessment has revealed no evidence of recognized environmental conditions (RECs) in connection with the property(Site). W&M L'nvironmental Group,LLC(W&AI Project No.823.032) Page 13 7.4 Deviations This assessment did not deviate from the ASTM E1527-13 standards. 7.5 Additional Services No additional services were performed at the Site. 7.6 Environmental Professional Statement We declare that,to the best of our professional knowledge and belief,we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR Part 312. We have the specific qualifications based on education,training, and experience to assess a property of the nature,history, and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Qualifications are presented in Appendix H. W&M ENVIRONMENTAL GROUP,LLC Ho11y ockton Jim Flore ,P.G., CPSS Environmental Scientist Environmental Professional Eugene Murray Environmental Professional W&H Environmental Group,LLC(W&M Project No.823.032) .Page 14 �'f y • * " � r �4 ff �11�+ Q) C� z7 � 14 • mofr?i w pp w y a h *, )JrCD 4 '� t- i r o CD ' N CA Q3 o a tip CP f , -12 dr ` � M 444444 � _ ' m -91 41 CD o W\ ® [ l PL4 ( \ � CD J � a $ � � G � 2 / / ( . ~ j ƒ � / \ � k � ` � � = j � - j ir � 7 . / . ) - _ m a \ � y m [ 7 . / w i \ \ o / § ® ) . / / \ 0 DEFINITIONS APPENDIX A W&MEnvironmentad Group,LLC(W&MProject No.823.032) DEFINITIONS Activity and Use Limitations(AUL)--Legal or physical restrictions or limitations on the use of, or access to, a site or facility: (1)to reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil,soil vapor, groundwater,and/or surface water on the property, or(2)to prevent activities that could interfere with the effectiveness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. These legal or physical restrictions, which may include institutional and/or engineering controls, are intended to prevent adverse impacts to individuals or populations that may be exposed to hazardous substances and petroleum products in the soil, soil vapor, groundwater, and/or surface water on the property. Bona Fide Prospective Purchaser Liability Protection—A person may qualify as a bona fide prospective purchaser if, among other requirements, such person made "all appropriate inquiries into the previous ownership and uses of the facility in accordance with generally accepted good commercial and customary standards and practices." Knowledge of contamination resulting from all appropriate inquiries would not generally preclude this liability protection. A person must make all appropriate inquiries on or before the date of purchase. The facility must have been purchased after January 11, 2002, Business Environmental Risk—A risk which can have a material environmental or environmentally- driven impact on the business associated with the current or planned use of a parcel of commercial real estate,not necessarily limited to those environmental issues required to be investigation in this practice. Consideration of business environmental risk issues may involve addressing one or more non-scope considerations. Controlled Recognized Environmental Condition A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority(for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example,property use restrictions, activity and use limitations, institutional controls, or engineering controls). (For example, if a leaking underground storage tank has been cleaned up to a commercial use standard,but does not meet unrestricted residential cleanup criteria, this would be considered a controlled recognized environmental condition. The"control"is represented by the restriction that the property use remains commercial.)A condition considered by the environmental professional to be a controlled recognized environmental condition shall be listed in the findings section of the Phase I Environmental Site Assessment report, and as a recognized environmental condition in the conclusions section of the Phase I Environmental Site Assessment report. (A condition identified as a controlled recognized environmental condition does not imply that the environmental professional has evaluated or confirmed the adequacy, implementation, or continued effectiveness of the required control that has been, or is intended to be, implemented.) Contiguous Property Owner Liability Protection—A person may qualify for the contiguous property owner liability protection if, among other requirements, such person owns real property that is contiguous to, and that is or may be contaminated by hazardous substances from other real property that is not owned by that person. Furthermore, such person conducted all appropriate inquiries at the time of acquisition of the property and did not know or have reason to know that the property was or could be contaminated by a release or threatened release from the contiguous property. The all appropriate W&MPnvironmenti d Group,LLC(W&M Project No.8.23.032) inquiries must not result in knowledge of contamination. If it does,then such person did"know" or"had reason to know"of contamination and would not be eligible for the contiguous property owner liability protection. See Appendix XI (of ASTM E 1527-13) for the other necessary requirements that are beyond the scope of this practice. Data Failure A failure to achieve the historical research objectives in 8.3.1 through 8.3.2.2 (of ASTM E 1527-13) even after reviewing the standard historical sources in 8.3.4,1 through 8.3.4.8 (of ASTM E 1527-13)that are reasonably ascertainable and likely to be useful. Data failure is one type of data gap. Data Gap—A lack of or inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice,including,but not limited to site reconnaissance(for example, an inability to conduct the site visit), and interviews(for example, an inability to interview the key site manager,regulatory officials,etc.). Hazardous Substance A substance defined as a hazardous substance pursuant to CERCLA 42 U.S.C.§ 9601(14), as interpreted by EPA regulations and the courts:"(A) any substance designated pursuant to section 13 2 1(b)(2)(A) of Title 33, (B) any element, compound, mixture, solution, or substance designated pursuant to section 9602 of this title, (C)any hazardous waste having the characteristics identified under or listed pursuant to section 3001 of the Resource Conservation and Recovery Act of 1976 (RCRA),as amended, (42 U.S.C. §6921)(but not including any waste the regulation of which under RCRA (42 U.S.C.§6901 et seq.)has been suspended by Act of Congress), (D) any toxic pollutant listed under section 1317(a) of Title 33, (E)any hazardous air pollutant listed under section 112 of the Clean Air Act(42 U.S.C. §7412), and(F) any imminently hazardous chemical substance or mixture with respect to which the Administrator(of EPA)has taken action pursuant to section 2606 of Title 15. The term does not include petroleum, including crude oil or any fraction thereof which is not otherwise specifically listed or designated as a hazardous substance under subparagraphs (A)through(F) of this paragraph, and the terra does not include natural gas,natural gas liquids, liquefied natural gas,or synthetic gas usable for fuel(or mixtures of natural gas and such synthetic gas)." Hazardous Waste—Any hazardous waste having the characteristics identified under or listed pursuant to section 3001 of RCRA, as amended, (42 U.S.C. §6921) (but not including any waste the regulation of which under RCRA(42 U.S.C. §§6901-6992k)has been suspended by Act of Congress). RCRA is sometimes also identified as the Solid Waste Disposal Act. RCRA defines a hazardous waste,at 42 U.S.C. §6903, as: "a solid waste, or combination of solid wastes,which because of its quantity, concentration, or physical,chemical, or infectious characteristics may—(A) cause, or significantly contribute to an increase in mortality or an increase in serious irreversible, or incapacitating reversible, illness; or(B)pose a substantial present or potential hazard to human health or the environment when improperly treated, stored,transported, or disposed of, or otherwise managed." Historical Recognized Environmental Condition—A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority,without subjecting the property to any required controls(for example,property use restrictions, activity and use limitations, institutional controls, or engineering controls). Before calling the past release a historical recognized environmental condition,the environmental professional must determine whether the past release is a recognized environmental condition at the time the Phase I Environmental Site Assessment is conducted(for example, if there has been a change in the regulatory criteria). If the EP considers the past release to be a recognized environmental condition at the time the Phase I ESA is conducted,the condition shall be included in the conclusions section of the report as a recognized environmental condition. W&0 Environmental Group,LLC(W&M Project No.823.032) Innocent Landowner Defense—A person may qualify as one of three types of innocent landowners: (i) a person who"did not know and had no reason to know"that contamination existed on the property at the time the purchaser acquired the properly; (ii)a government entity which acquired the property by escheat, or through any other involuntary transfer or acquisition, or through the exercise of eminent domain authority by purchase or condemnation; and(iii) a person who"acquired the facility by inheritance or bequest." To qualify for the innocent landowner defense, such person must have made all appropriate inquiries on or before the date of purchase. Furthermore,the all appropriate inquiries must not have resulted in knowledge of the contamination. If it does,then such person did"know" or"had reason to know"of contamination and would not be eligible for the innocent landowner defense. See Appendix XI (of ASTM E 1527-13) for the other necessary requirements that are beyond the scope of this practice. Key Site Manager—The person identified by the owner or operator of a property as having good knowledge of the uses and physical characteristics of the property. Landowner Liability Protections(LLPs)—Landowner liability protections under CERCLA; these protections include the bona fide prospective purchaser liability protection, contiguous property owner liability protection, and innocent landowner defense from CERCLA liability_ See 42 U.S.C. §§9601(35)(A), 9601(40), 9607(b), 9607(q), 96070. Petroleum Products—Those substances included within the meaning of the petroleum exclusion to CERCLA, 42 U.S.C. §9601(14), as interpreted by the courts and EPA,that is: petroleum, including crude oil or any fraction thereof which is not otherwise specifically listed or designated as a hazardous substance under Subparagraphs(A)through(F)of 42 U.S.C. §9601(14),natural gas, natural gas liquids, liquefied natural gas,and synthetic gas usable for fuel(or mixtures of natural gas and such synthetic gas). (The word fraction refers to certain distillates of crude oil, including gasoline,kerosene, diesel oil,jet fuels, and fuel oil,pursuant to Standard Definitions of Petroleum Statistics.) Recognized Environmental Condition(REQ The presence or likely presence of any hazardous substances orpetroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or(3)under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions. W&MEnvironmental Group,LW(W&MProject No.823.032) FUSER QUESTIONNAIRE APPENDIX B W&MEnvironmentaf Group,LLC(W&MPrnject No.823.032) Phase I ESA: WS VEST, FM 3325 Fort Worth, Texas User Questionnaire--AAI Phase I Environmental Assessment In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfield Revitalization Act of 2001 (the `Brownfield's Amendments"), the user must provide the following information (if available) to the environmental professional. Failure to provide this information could result in a determination that"all appropriate inquiry"is not complete. (1.) Environmental cleanup liens that are filed or recorded against the site(40 CFR 312.25). Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? If yes,please provide details. No. (2.) Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry(40 CFR 312.26). Are you aware of any AULs, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? If yes,please provide details. No. (3.) Specialize knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28). As the user of this ESA do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? If yes,please provide details. No. (4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29). Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? The site has not been purchased but I do not foresee the price being anything other than fair market value. (5.) Commonly known or reasonably ascertainable information about the property(40 CFR 312.30). Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? If yes,please provide details. For example, as user, (a.)Do you know the past uses of the property? Yes, cattle ranch. (b.)Do you know of specific chemicals that are present or once were present at the property?No. (c.) Do you know of spills or other chemical releases that have taken place at the property?No. (d.)Do you.know of any environmental cleanups that have taken place at the property?No. (6.) The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31). As the user of this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? If yes, please provide details.No. Completed by:—Tyler Kay,P.E. Date: 02/13/2017_ F EFERENCES APPENDIX C W&M Environmental Group,LLC(W&M Project No.823.032) REFERENCES Aerial photographs dated 1948, 1953, 1968, 1981, 1995, 2004,2005, 2006,2010, and 2012 obtained from Environmental Data Resources,Inc. City directories for various years between 1992 and 2013 obtained from Environmental Data Resources, Inc. Texas Bureau of Economic Geology, Geologic Atlas of Texas, Dallas Sheet, 1974. Texas Water Development Board,Aquifers of Texas,Report 380,July 2011. Topographic maps dated 1968 and 2012/2013 obtained from Environmental Data Resources,Inc. United States Department of Agriculture,Natural Resources Conservation Service,Web Soil Survey: hnp://websoilsurvey.nres.usda.2oy/app/HomePage.htm. WBcMEnvironynentai Group,LLC(W&MProjectNo.823.032) 7REGULATORY RECORDS DOCUMENTATION APPENDIX D W&M Environmental Group,LLC(W&M Project No.823.032) Farm To Market Road 3325 Farm To Market Road 3325 Weatherford, TX 76087 Inquiry Number: 4848347.2s February 08, 2017 The EDR Radius MapTm Report with GeoCheck@ 6 Armstrong Road,4th floor Shelton,CT 06484 (CEDRO Toll Free:800.352.0050 www.edrnet.com TABLE OF CONTENTS SECTION PAGE ExecutiveSummary------------------------------------------------------------------------------ ES1 OverviewMap------------------------------------------------------------------------------------- 2 Detail Map-------------- - ---------------------- S -------------------------------------------------- - Map Findings Summary _________________________________________________ _ MapFindings-------------------------------------------------------------------------------------- 8 OrphanSummary_________________________________________________________________________________ 9 Government Records Searched/Data Currency Tracking-------------------------------------- GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum------------------------------------------------------------- A-1 Physical Setting Source Summary------------------------------------------------------------------------------ A-2 Physical Setting SSURGO Soil Map----------------------------------------------------- A-5 Physical Setting Source Map-------------------------------------------------------------------- A-10 Physical Setting Source Map Findings ------------- A-12 Physical Setting Source Records Searched---------------------------------------------------- PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL. DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings, envi ro nme ntai risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase l Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc.All rights reserved. Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources, Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environments€Data Resources, Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. TC4848347.2s Page 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS FARM TO MARKET ROAD 3325 WEATHERFORD, TX 76087 COORDINATES Latitude (North): 32.7688700-32°46'7.93" Longitude (West): 97.61 84270-97°37' 6.33" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 629404.3 UTM Y(Meters): 3626318.5 Elevation: 1071 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 5936175 SPRINGTOWN SE,TX Version Date: 2013 Northwest Map: 5925705 LAKE WEATHERFORD, TX Version Date: 2012 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140705 Source: USDA TC4848347.2s EXECUTIVE SUMMARY 1 PP1=D SITES SUMMARY Target Property Address: FARM TO MARKET ROAD 3325 WEATHERFORD,TX 76087 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE.ACRONYMS ELEVATION DIRECTION NO MAPPED SITES FOUND 4848347.2s Page 2 EXE ME SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NAL site list NPIL------------------------------------ National Priority List Proposed NPL_____________________. Proposed National Priority List Sites NPL LIENS--------------------------- Federal Superfund Liens Federal Delisted NPL site list Delisted NPL------------------------ National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY-------------- Federal Facility Site Information listing SEMS_________________ ___ Suporfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE-____-__ Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS_________________________ Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF------------------------- RCRA-Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG--------------------------- RCRA- Large Quantity Generators RCRA-SQG-------------------------- RCRA-Small Quantity Generators RCRA-CESQG--------------------- RCRA-Conditionally Exempt Small Quantity Generator Federal institutional controls/engineering controls registries LUCIS---------------------------------- Land Use Control Information System US ENG CONTROLS------------ Engineering Controls Sites List TC4848347.2s EXECUTIVE SUMMARY 3 i EXECUTIVE SUMMARY US INST CONTROL_____________ Sites with Institutional Controls Federal ERNS list ERNS---------------------------------- Emergency Response Notification System State-and tribal-equivalent NPL SHWS----------------------------------State Superfund Registry State and tribal landfill and/or solid waste disposal site lists SWF/LF---------------------____------- Permitted Solid Waste Facilities CLI_______________________ Closed Landfill Inventory WasteMgt____________________________ Commercial Hazardous&Solid Waste Management Facilities State and tribal leaking storage tank lists INDIAN LUST------------------------ Leaking Underground Storage Tanks on Indian Land LPST----------------------------------- Leaking Petroleum Storage Tank Listing State and tribal registered storage tank lists FEMA UST--------------------------- Underground Storage Tank Listing LIST------------------------------------- Petroleum Storage Tank Database AST------------------------------------ Petroleum Storage Tank Database INDIAN UST ________________ Underground Storage Tanks on Indian Land State and tribal institutional control/engineering control registries AUL------------------------------------ Sites with Controls State and tribal voluntary cleanup sites VCP __________________________Voluntary Cleanup Program Database INDIAN VCP------------------------- Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS____________________ Brownfields Site Assessments ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS-------------- A Listing of Brownfields Sites Local Lists of Landfill/Solid Waste Disposal Sites SWRCY-------------------------------- Recycling Facility Listing INDIAN ODI__________________________ Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 ___ Torres Martinez Reservation Illegal Dump Site Locations ODI--------------------------------------Open Dump Inventory IHS OPEN DUMPS----------------Open Dumps on Indian Land T04848347.2s EXECUTIVE SUMMARY 4 EXECUTIVE SUMMARY Local Lists of Hazardous waste/Contaminated Sites US HIST CDL-----------------------. Delisted National Clandestine Laboratory Register PRIOR ITYCLEANERS----------- Dry Cleaner Remediation Program Prioritization List DEL SHWS--------------------------- Deleted Superfund Registry Sites US CDL-------------------------------National Clandestine Laboratory Register Local Land Records HIST LIENS-------------------------- Environmental Liens Listing LIENS---------------------------------- Environmental Liens Listing LIENS 2--------------------------------CERCLA Lien Information Records of Emergency Release Reports HMIRS--------------------------------- Hazardous Materials Information Reporting System SPILLS---------------------------------Spills Database SPILLS 90---------------------------- SPILLS 90 data from FirstSearch SPILLS 80---------------------------- SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen/NLR------------ RCRA- Non Generators/No Longer Regulated FUDS----------------------------------- Formerly Used Defense Sites DOD_ -------------------------- Department of Defense Sites SCRD DRYCLEANERS_____---- State Coalition for Remediation of Drycleaners Listing US FIN ASSUR---------------------Financial Assurance Information EPA WATCH LIST----------------- EPA WATCH LIST 2020 COR ACTION--------------- 2020 Corrective Action Program List TSCA----------------------------------Toxic Substances Control Act TRIS------------------------------------ Toxic Chemical Release Inventory System SSTS----------------------------------- Section 7 Tracking Systems ROD------------------------------------ Records Of Decision RMP------------------------------------ Risk Management Plans RAATS--------------------------------- RCRA Administrative Action Tracking System PRP-- -------------------------------- Potentially Responsible Parties PADS--------------------------------------- PCB Activity Database System ICIS------------------------------------- Integrated Compliance Information System FTTS------------------------------------ FIFRA/TSCA Tracking System- FIFRA(Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA(Toxic Substances Control Act) MLTS----------------------------------- Material Licensing Tracking System COAL ASH DOE------------------- Steam-Electric Plant Operation Data COAL ASH EPA_------------------- Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER__- --- PCB Transformer Registration Database RADINFO----------------------------- Radiation Information Database HIST FTTS--------------------------- FIF'RA/TSCA Tracking System Administrative Case Listing DOT OPS----------------------------- Incident and Accident Data CONSENT---------------------------- Superfund (CERCLA) Consent Decrees INDIAN RESERV------------------ Indian Reservations FUSRAP------------------------------ Formerly Utilized Sites Remedial Action Program UNITRA------------------------------- Uranium Mill Tailings Sites LEAD SMELTERS----------------- Lead Smelter Sites US AIRS-------------------------------Aerometric Information Retrieval System Facility Subsystem US MINES---------------------------- Mines Master Index File TC4848347.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY FINDS__ ______________________________ Facility Index System/Facility Registry System DOCKET HWC---------------------- Hazardous Waste Compliance Docket Listing UXO_------------------------------------ Unexploded Ordnance Sites AIRS____________________________________ Current Emission Inventory Data APAR---------------------------------- Affected Property Assessment Report Site Listing COAL ASH _______________ Coal Ash Disposal Sites DRYCLEANERS__________________ Drycleaner Registration Database Listing ED AQUIF____________ Edwards Aquifer Permits ENE _______________________ Notice of Violations Listing Financial Assurance--------------- Financial Assurance Information Listing GCC------------------------------------ Groundwater Contamination Cases Ind. Haz Waste-------------------- Industrial & Hazardous Waste Database IHW CORR ACTION-------------- IHW CORR ACTION IOP-------------------------------------- Innocent Owner/Operator Program MSD------------------------------------ Municipal Settings Designations Database NPIDES-------------------------------- NPDES Facility List RWS------------------------------------ Radioactive Waste Sites TIER 2__________----------------------------------Tier 2 Chemical Inventory Reports UIC-------------------------------------- Underground Injection Wells Database Listing ECHO________________ __ Enforcement&Compliance History Information FUELS PROGRAM---------------- EPA Fuels Program Registered Listing ABANDONED MINES------------Abandoned Mines EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP----------------------------- EDR Proprietary Manufactured Gas Plants EDR Hist Auto----------------------- EDR Exclusive Historic Gas Stations EDR Hist Cleaner__________________ EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS__________________ Recovered Government Archive State Hazardous Waste Facilities List RGA LF________________________________ Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES:SEARCH RESULTS Surrounding sites were not identified. Unmappable (orphan)sites are not considered in the foregoing analysis. TC4848347.2s EXECUTIVE SUMMARY 6 EXECUTIVE UMMARY There were no unsnapped Biles in this report. TC4848347.2s E=XECUTIVE SUMMARY 7 ©WAVIM HAP m 4848347.25 i J w i� 4 i w • i N Target Property 0 114 1a 1 Niles Sites at elevations higher than or equal to the target property F Indian Reservations BIA ♦ Sites at elevations lower thanPower transmission lines the target property A B ®� � Manufactured Gas Plants Pipelines National Priority List Sites ® 100-year flood zone Dept.Defense Sites ® 500-year flood zone 0 National Wetland Inventory ❑ State Wetlands This report includes Interactive Map Layers to display andlor hide map information.The legend includes only those icons for the default map view. SITE NAME: Farm To Market Road 3325 CLIENT: W&M Environmental Group ADDRESS: Farm To Market Road 3325 CONTACT: Holly Stockton Weatherford TX 76087 INQUIRY#: 4848347.2s LATIL.ONG: 32.76887197.618427 DATE: February 08,2017 11:03 am DETAIL MAP - 4845341.2S 5 II y s I f i Stacy Ln N Target Property o Ills IIa tJ4iAnes A Sites at elevations higher than or equal to the target property Indian Reservations BIA Sites at elevations lower than Pipelines the target property Na 1 Manufactured Gas Plants � National Wetland Inventory State Wetlands C Sensitive Receptors E3 National Priority List Sites , ' Dept.Defense Sites This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: Farm To Market Road 3325 CLIENT: W&M Environmental Group ADDRESS: Farm To Market Road 3325 CONTACT: Molly Stockton Weatherford TX 78087 INQUIRY#: 4848347.2s LAT/LONG: 32.76887/97.618427 DATE: r -uLFebruary 08,2017T11o05nam MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 118 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site list SEMS-ARCHIVE 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-CESQG 0.250 0 0 NR NR NR 0 Federal institutional controls I engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State-and tribal-equivalent NFL SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 CLI 0.500 0 0 0 NR NR 0 WasteMgt TP NR NR NR NR NR 0 State and tribal leaking storage tank lists INDIAN LUST 0.500 0 0 0. NR NR 0 LPST 0.500 0 0 0 NR NR 0 TC4848347.2s Page 4 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 114- 1/2 1/2- 1 > 1 Plotted State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 0 0 NR NR NR 0 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control/engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites VCP 0.500 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill/Solid Waste Disposal Sites SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL TP NR NR NR NR NR 0 PRIORITYCLEANERS 0.500 0 0 0 NR NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 Local Land Records HIST LIENS TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 SPILLS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 SPILLS 80 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen/NLR 0.250 0 0 NR NR NR 0 TC4848347.2s Page 5 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 118 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 THIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PGB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 DOCKET HWC TP NR NR NR NR NR 0 UXO 1.000 0 0 0 0 NR 0 AIRS TP NR NR NR NR NR 0 APAR TP NR NR NR NR NR 0 COAL ASH 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 ED AQUIF TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 GCC TP NR NR NR NR NR 0 Ind. Haz Waste 0.250 0 0 NR NR NR 0 IHW CORR ACTION 0.250 0 0 NR NR NR 0 IOP TP NR NR NR NR NR 0 MSD 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 RWS TP NR NR NR NR NR 0 TIER 2 TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 ECHO TP NR NR NR NR NR 0 FUELS PROGRAM 0.250 0 0 NH NR NR 0 T04848347.2s Page 6 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 118 1/8- 1/4 1/4- 1/2 112- 1 a 1 Plotted ABANDONED MINES 0.500 0 0 0 NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 0 NR NR NR NR 0 EDR Hist Cleaner 0.1.25 0 NR NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS TP NR NR NR NR IVR 0 RGA LF TP NR NR NR NR NR 0 -Totals-- 0 0 0 0 0 0 0 NOTES: TP=Target Property NR Not Requested at this Search Distance Sites may be listed in more than one database TC4848347.2s Page 7 Map ID MAP FIN DIN425 Direction — — -- Distance FDR ID Number Elevation Site Databases) EPA ID Number NO SITES FOUND TC4848347.2s Page 8 A N N cb N N d N N h d M 00 co co d' U w w N v` -a Q m U) Q M Z Q 2 O.. It 0 Q Z D Q L, m (A F w [C F z O "rn z ❑ w N a 0 v a� 0 c 0 ? 0 U CU GOVERNMENT RECORDS EAR H D / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases,EDR contacts the appropriate governmental agency on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have boon updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program.NPL sites may encompass relatively large areas.As such,EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional FPA offices. Date of Government Version:12/05/2016 Source: EPA Date Data Arrived at EDR:01/05/2017 Telephone: NIA Date Made Active in Reports:02/03/2017 Last EDR Contact:0110512017 Number of Days to Update:29 Next Scheduled EDR Contact:0 411 712 0 1 7 Data Release Frequency:Quarterly NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.FPA then accepts public comments on the site, responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version:12/05/2016 Source: EPA Date Data Arrived at EDR:01/05/2017 Telephone: NIA Date Made Active in Reports:02103!2017 Last EDR Contact:01/05/2017 Number of Days to Update:29 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/16/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/15/2011 Number of Days to Update:56 Next Scheduled EDR Contact:11/28/2011 Data Release Frequency:No Update Planned TC4848347.28 Page GR-1 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPI.. In accordance with 40 CFR 300.425.(0),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version:12/05/2016 Source: EPA Date Data Arrived at EDR:01/05/2017 Telephone: NIA Date Made Active in Reports:02/03/2017 Last EDR Contact:01105/2017 Number of Days to Update:29 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List(NPL)and Base Realignment and Closure(BRAC)sites found in the Comprehensive Environmental Response,Compensation and Liability Information System(CERCLIS)Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version:09/14/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:10/04/2016 Telephone: 703-603-8704 Date Made Active in Reports:10/21/2016 Last EDR Contact:01/05/2017 Number of Days to Update:17 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies SEMS: Superfund Enterprise Management System SEMS(Superfund Enterprise Management System)tracks hazardous waste sites,potentially hazardous waste sites, and remedial activities performed in support of EPA's Superfund Program across the United States.The list was formerly know as CERCLIS,renamed to SEMS by the EPA in 2015.The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities,private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response,Compensation,and Liability Act(CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List(NPL)and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version:10/10/2016 Source: EPA Date Data Arrived at EDR:10/20/2016 Telephone: 800-424-9346 Date Made Active in Reports:01/06/2017 Last EDR Contact:01/06/2017 Number of Days to Update:78 Next Scheduled EDR Contact:05101/2017 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC4848347.2s Page GR-2 GOVERNMENT RECORDS SEARCHED /- DATA CURAENCY TRACKING SEMS-ARCHIVE(Suportund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SIMS sites.Archived status indicates that,to the hest of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List(NPL),unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time.The decision does not necessarily mean that there is no hazard associated with a given site;it only means that.based upon available information,the location is not judged to be potential NPL site. Date of Government Version:10/10/2016 Source: EPA Date Data Arrived at EDR: 10/20/2016 Telephone: 800-424-9346 Date Made Active in Reports:01/06/2017 Last EDR Contact:01/06/2017 Number of Days to Update:78 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version:09/12/2016 Source: EPA Date Data Arrived at EDR:09128/2016 Telephone: 800-424-9346 Date Made Active in Reports:01/06/2017 Last EDR Contact:12/28/2016 Number of Days to Update: 100 Next Scheduled EDR Contact:04110/2017 Data Release Frequency:Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA-Treatment,Storage and Disposal RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(HCRA).Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. Date of Government Version:09/12/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/28/2016 Telephone: 214-665-6444 Date Made Active in Reports:01/06/2017 Last EDR Contact:12/28/2016 Number of Days to Update: 100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly Federal RCRA generators list RCRA-LQG: RCRA-Large Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Large quantity generators(LQ(3s)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month. Date of Government Version:09/12/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09128/2016 Telephone: 214-665-6444 Date Made Active in Reports:01/06/2017 Last EDR Contact: 12/28/2016 Number of Days to Update:100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly TC4848347.2s Page GR-3 GOVERNMENT RECORDS SEARCHED J DATA CURRENCY TRACKING HCRA-SQG: RCRA-Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Small quantity generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version:09/12/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/28/2016 Telephone: 214-665-6444 Date Made Active in Reports:01/06/2017 Last EDR Contact:12/28/2016 Number of Days to Update: 100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly RCRA-CESQG: RCRA-Conditionally Exempt Small Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Conditionally exempt small quantity generators (CESQGs)generate less than 100 kg of hazardous waste,or less than 1 kg of acutely hazardous waste per month. Date of Government Version:09/12/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/28/2016 Telephone: 214-665-6444 Date Made Active in Reports:01/06/2017 Last EDR Contact:12/28/2016 Number of Days to Update:100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Varies Federal institutional controls/engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version:05/28/2015 Source: Department of the Navy Date Data Arrived at EDR:05/29/2015 Telephone: 843-820-7326 Date Wade Active in Reports:06/11/2015 Last EDR Contact: 11118/2016 Number of Days to Update:13 Next Scheduled EDR Contact:02/27/2017 Data Release Frequency:Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place.Engineering controls include various forms of caps,building foundations,liners,and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 11/15/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:11/29/2016 Telephone: 703-603-0695 Date Made Active in Reports:02/03/2017 Last EDR Contact:11/29/2016 Number of Days to Update:66 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 11/15/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:11/29/2016 Telephone: 703-603-0695 Date Made Active in Reports:02/03/2017 Last EDR Contact:11129/2016 Number of Days to Update:66 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies TC4848347.2s Page GR-4 GOVERNMENT RECORDS EAR HED { DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version:09/26/2016 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR:09/29/2016 Telephone: 202-267-2180 Date Made Active in Reports:11/11/2016 Last EDR Contact:12/28/2016 Number of Days to Update:43 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Annually State-and tribal-equivalent NPL SHWS: State Superfund Registry State Hazardous Waste Sites.State hazardous waste site records are the states'equivalent to CERCLIS.These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund)are identified along with sites where cleanup will be paid for by potentially responsible parties.Available information varies by state. Date of Government Version:10/21/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/26/2016 Telephone: 512-239-5680 Date Made Active in Reports:11/08/2016 Last EDR Contact:12/12/2016 Number of Days to Update:13 Next Scheduled EDR Contact:03/27/2017 Data Release Frequency:Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Permitted Solid Waste Facilities Solid Waste Facilities/Landfill Sites.SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state,these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 11/01/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/03/2016 Telephone: 512-239-6706 Date Made Active in Reports:12/08/2016 Last EDR Contact:01/23/2017 Number of Days to Update:35 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Quarterly H-GAC CLI: Houston-Galveston Closed Landfill Inventory Closed Landfill Inventory for the Houston-Galveston Area Council Region. In 1993,the Texas Legislature passed House Bill(HB)2537,which required Councils of Governments(COGS)to develop an inventory of closed municipal solid waste landfills for their regional solid waste management plans. Date of Government Version:04/27/2016 Source: Houston-Galveston Area Council Date Data Arrived at EDR:07/22/2016 Telephone: 832-681-2518 Date Made Active in Reports:09/16/2016 Last EDR Contact:01/30/2017 Number of Days to Update:56 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies CLE: Closed Landfill Inventory Closed and abandoned landfills(permitted as well as unauthorized)across the state of Texas. For current information regarding any of the sites included in this database,contact the appropriate Council of Governments agency. Date of Government Version:08/30/1999 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/28/2000 Telephone: N/A Date Made Active in Reports:10/30/2000 Last EDR Contact:12/30/2016 Number of Days to Update:32 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies TC4848347.2s Page GR-5 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING � w WASTEMGT: Commercial Hazardous&Solid Waste Management Facilities This list contains commercial recycling facilities and facilities permitted or authorized(interim status)by the Texas Natural Resource Conservation Commission. Date of Government Version:07/07/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at FDR:10107/2016 Telephone: 512-239-2920 Date Made Active in Reports:12/0712016 last FDR Contact:01/06/2017 Number of Days to Update:61 Next Scheduled FDR Contact:04/1712017 Data Release Frequency:Varies State and tribal leaking storage lank lists INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in New Mexico and Oklahoma. Date of Government Version:12111/2015 Source: EPA Region 6 Date Data Arrived at EDR:02/19/2016 Telephone: 214-665-6597 Date Made Active in Reports:06/03/2016 Last EDR Contact:01/26/2017 Number of Days to Update:105 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Florida,Mississippi and North Carolina. Date of Government Version:02/05/2016 Source: EPA Region 4 Date Data Arrived a1 EDR:04/29/2016 Telephone: 404-562-8677 Date Made Active in Reports:06/03/2016 Last EDR Contact:01/24/2017 Number of Days to Update:35 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Semi-Annually INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10127/2015 Source: EPA Region 1 Date Data Arrived at EDR:10129/2015 Telephone: 617-918-1313 Date Made Active in Reports:01/04/2016 Last EDR Contact:01/26/2017 Number of Days to Update:67 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan,Minnesota and Wisconsin. Date of Government Version:02/1712016 Source: EPA,Region 5 Date Data Arrived at EDR:04/27/2016 Telephone: 312-886-7439 Date Made Active in Reports:0610312016 Last FDR Contact:01/26/2017 Number of Days to Update:37 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas,and Nebraska Date of Government Version:10/09/2015 Source: EPA Region 7 Date Data Arrived at EDIT:02/12/2016 Telephone: 913-551-7003 Date Made Active in Roports:06/03/2016 Last EDR Contact:01/26/2017 Number of Days to Update:112 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho,Oregon and Washington. TC4848347.2s Page GR-6 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version:01/07/2016 Source: EPA Region 10 Date Data Arrived at EDR:01/08/2016 Telephone: 206-553-2857 Date Made Active in Reports:02/18/2016 Last FDR Contact:01/26/2017 Number of Days to Update:41 Next Scheduled FOR Contact:05/08/2017 Data Release Frequency:Quarterly INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Arizona,California, New Mexico and Nevada Date of Government Version:02/25/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:04127/2016 Telephone: 415-972-3372 Date Made Active in Reports:06/03/2016 Last FOR Contact:01/26/2017 Number of Days to Update:37 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Quarterly INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado,Montana,North Dakota,South Dakota, Utah and Wyoming. Date of Government Version:10/13/2015 Source: EPA Region 8 Date Data Arrived at EDR:10/23/2015 Telephone: 303-312-6271 Date Made Active in Reports:02/18/2016 Last EDR Contact:01/26/2017 Number of Days to Update:118 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Quarterly LPST: Leaking Petroleum Storage Tank Database An inventory of reported leaking petroleum storage tank incidents.Not all states maintain these records,and the information stored varies by state. Date of Government Version: 12/06/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:12/27/2016 Telephone: 512-239-2200 Date Made Active in Reports:01/04/2017 Last EDR Contact:11/29/2016 Number of Days to Update:8 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA awned underground storage tanks. Date of Government Version:01/01/2010 Source: FEMA Date Data Arrived at EDR:02/16/2010 Telephone: 202-646-5797 Date Made Active in Reports:04/12/2010 Last EDR Contact:01/23/2017 Number of Days to Update:55 Next Scheduled FDR Contact:04/24/2017 Data Release Frequency:Varies UST: Petroleum Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA)and must be registered with the state department responsible for administering the UST program.Available information varies by state program. Date of Government Version: 12/0112016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/20/2016 Telephone: 512-239-2160 Date Made Active in Reports:12/21/2016 Last EDR Contact:12/20/2016 Number of Days to Update:1 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly AST: Petroleum Storage Tank Database Registered Aboveground Storage Tanks. T04848347.2s Page GR-7 GOVERNMENT RECORDS EAR HED 1 DATA CURRENCY TRACKING Date of Government Version: 12/01/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:12/20/2016 Telephone: 512-239-2160 Date Made Active in Reports: 12/21/2016 Last EDR Contact:12/20/2016 Number of Days to Update:1 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Quarterly INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 8(Colorado,Montana,North Dakota,South Dakota,Utah,Wyoming and 27 Tribal Nations). Date of Government Version:01/2612016 Source: EPA Region 8 Date Data Arrived at EDR:02/05/2016 Telephone: 303-312-6137 Date Made Active in Reports:06/03/2016 Last EDR Contact:01/26/2017 Number of Days to Update:119 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 10(Alaska, Idaho,Oregon,Washington,and Tribal Nations). Date of Government Version:01/07/2016 Source: EPA Region 10 Dale Data Arrived at EDR:01/08/2016 Telephone: 206-553-2857 Date Made Active in Reports:02/1812016 Last EDR Contact:01/26/2017 Number of Days to Update:41 Next Scheduled EDR Contact:05/0812017 Data Release f=requency:Quarterly INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut,Maine, Massachusetts,New Hampshire,Rhode Island,Vermont and ten Tribal Nations). Date of Government Version:10/20/2015 Source: EPA, Region 1 Date Data Arrived a1 EDR: 10/29/2015 Telephone: 617-918-1313 Date Made Active in Reports:01/04/2016 Last EDR Contact:01/26/2017 Number of Days to Update:67 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 7(Iowa, Kansas,Missouri,Nebraska,and 9 Tribal Nations). Date of Government Version:09/23/2014 Source: EPA Region 7 Date Data Arrived at EDR:11/25/2014 Telephone: 913-551-7003 Date Made Active in Reports:01/29/2015 Last EDR Contact:01/26/2017 Number of Days to Update:65 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 6(Louisiana,Arkansas,Oklahoma, New Mexico,Texas and 65 Tribes). Date of Government Version:12/03/2015 Source: EPA Region 6 Crate Data Arrived at EDR:02/04/2016 Telephone: 214-665-7591 Date Made Active in Reports:06/03/2016 Last EDR Contact:01/26/2017 Number of Days to Update: 120 Next Scheduled EDA Contact:05/08/2017 Data Release Frequency:Semi-Annually INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 5(Michigan,Minnesota and Wisconsin and Tribal Nations). TC4848347.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING G Date of Government Version: 11/05/2015 Source: EPA Region 5 Date Data Arrived at EDR:11/13/2015 Telephone: 312-886-6136 Date Made Active in Reports:01/0412016 Last EDR Contact:01/26/2017 Number of Days to Update:52 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 4(Alabama, Florida,Georgia,Kentucky,Mississippi,North Carolina,South Carciina,Tennessee and Tribal Nations) Date of Government Version:02/05/2016 Source: EPA Region 4 Date Data Arrived at EDR:04/29/2016 Telephone: 404-562-9424 Date Made Active in Reports:06/0312016 Last EDR Contact:01/24/2017 Number of Days to Update:35 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Semi-Annually INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 9(Arizona,California, Hawaii, Nevada,the Pacific Islands,and Tribal Nations). Date of Government Version:02/25/2016 Source: EPA Region 9 Date Data Arrived a1 EDR:04/27/2016 Telephone: 415-972-3368 Date Made Active in Reports:06/03/2016 Last EDR Contact:01/26/2017 Number of Days to Update:37 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Quarterly State and tribal institutional control/engineering control registries AUL: Sites with Controls Activity and use limitations include both engineering controls and institutional controls. Date of Government Version:09113/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/1 21201 6 Telephone: 512239-5891 Date Made Active in Reports:12/06/2016 Last EDR Contact:01/03/2017 Number of Days to Update:55 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies State and tribal voluntary cleanup sites VCP TCEQ: Voluntary Cleanup Program Database The Texas Voluntary Cleanup Program was established to provide administrative,technical,and legal incentives to encourage the cleanup of contaminated sites in Texas. Date of Government Version:10/03/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/04/2016 Telephone: 512-239-5891 Date Made Active in Reports:11/01/2016 Last EDR Contact:01/17/2017 Number of Days to Update:28 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Quarterly INDIAN VCP RI: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version:07/27/2015 Source: EPA,Region 1 Date Data Arrived at EDR:09129120115 Telephone: 617-918-1102 Date Made Active in Reports:02/18/2016 Last EDR Contact: 12/27/2016 Number of Days to Update:142 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Varies T04848347.2s Page GR-9 GOVERNMENT RECORDS SEARCHED r DATA CURRENCY TRACKING VCP RRC: Voluntary Cleanup Program Sites The Voluntary Cleanup Program(RRC-VCP)provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination.Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. Date of Government Version:08/22/2016 Source: Railroad Commission of Texas Date Data Arrived at EDR:10/06/2016 Telephone: 512-463-6969 Date Made Active in Reports:11101/2016 Last EDR Contact:0110612017 Number of Days to Update:26 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version:03/20/2008 Source: EPA, Region 7 Date Data Arrived at EDR:04/22/2008 Telephone: 913-551-7365 Data Made Active in Reports:05/19/2008 Last EDR Contact:04/20/2009 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:Varies State and tribal Brownfields sites BROWNFIEL.D& Brownfields Site Assessments Brownfield site assessments that are being cleaned under EPA grant monies. Date of Government Version:10/03/2016 Source: TCEQ Date Data Arrived at EDR:10/04/2016 Telephone: 512-239-5872 Date Made Active in Reports: 11/01/2016 Last EDR Contact:01/03/2017 Number of Days to Update:28 Next Scheduled EDR Contact:04/1712017 Data Release Frequency:Semi-Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property,the expansion,redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance,pollutant,or contaminant.Cleaning up and reinvesting in these properties takes development pressures off of undeveloped,open land,and both improves and protects the environment. Assessment,Cleanup and Redevelopment Exchange System(ACRES)stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions.A listing of ACRES Brownfield sites is obtained from Cleanups in My Community.Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA,as well as areas served by Brownfields grant programs. Date of Government Version:09/20/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/21/2016 Telephone: 202-566-2777 Date Made Active in Reports:11/11/2016 Last EDR Contact:12/20/2016 Number of Days to Update:51 Next Scheduled EDR Contact:04/03/2017 Data Release Frequency:Semi-Annually Local Lists of Landfill/Solid Waste Disposal Sites CAPCOG LI: Capitol Area Landfill Inventory Permitted and unpormittod landfills for the CAPCOG region_Serving Bastrop,Blanco,Burnet,Caldwell, Fayette, Hays,Lee, Llano,Travis,and Williamson Counties. Date of Government Version:08/04/2008 Source: Capital Area Council of Governments Date Data Arrived at EDR:01/07/2016 Telephone: 512-916-6000 Dale Made Active in Reports:03/17/2016 Last EDR Contact:01/04/2017 Number of Days to Update:70 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies TC4848347.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCYTRACKING NCTCOG LI: North Central Landfill Inventory North Central Texas Council of Governments landfill database. Date of Government Version:11/16/2016 Source: North Central Texas Council of Governments Date Data Arrived at FDR:11118/2016 Telephone: 817-695-9223 Date Made Active in Reports:12/07/2016 Last EDR Contact:01/30/2017 Number of Days to Update:19 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies SWRCY: Recycling Facility Listing A listing of recycling facilities in the state. Date of Government Version: 11/18/2046 Source: TCFQ Date Data Arrived at FDR:11/21/2016 Telephone: 512-239-6700 Date Made Active in Reports: 12/07/2016 Last EDR Contact:11/14/2016 Number of Days to Update:16 Next Scheduled EDR Contact:02/27/2017 Data Release Frequency:Varies INDIAN ODI: Report an the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version:12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports:01/24/2008 Last EDR Contact:10/31/2016 Number of Days to Update:52 Next Scheduled FDR Contact:02/13/2017 Data Release Frequency:Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County,California. Date of Government Version:01/12/2009 Source: EPA,Region 9 Date Data Arrived at EDR:05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports:09/21/2009 Last FDR Contact:01/23/2017 Number of Days to Update: 137 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Na Update Planned IMS OPEN DUMPS: Open Dumps on Indian Land A listing of ali open dumps located on Indian Land in the United States. Date of Government Version:04/01/2014 Source: Department of Health&Human Serivices,Indian Health Service Date Data Arrived at EDR:08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports:01/29/2015 Last EDR Contact:01/30/2017 Number of Days to Update:176 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies Local Lists of Hazardous waste/Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. TC4848347.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:08/31/2016 Source: Drug Enforcement Administration Date Data Arrived at EDR:09/06/2016 Telephone: 202-307-1000 Date Made Active in Reports:09/23/2016 Last EDR Contact:11/29/2016 Number of Days to Update:17 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:No Update Planned PRIORITY CLEANERS: Dry Cleaner Remediation Program Prioritization List A listing of dry cleaner related contaminated sites. Date of Government Version:09/01/2016 Source: Texas Commisision on Environmenatl Quality Date Data Arrived at EDR:12/0912016 Telephone: 512-239-5658 Date Made Active in Reports:12/22/2016 Last EDR Contact:12/09/2016 Number of Days to Update:13 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Varies DEL SHWS: Deleted Superfund Registry Sites Sites have been deleted from the slate Superfund registry in accordance with the Act,?361.189 Date of Government Version:10/21/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/26/2016 Telephone: 512-239-0666 Date Made Active in Reports: 11/08/2016 Last EDR Contact:12/12/2016 Number of Days to Update:13 Next Scheduled EDR Contact:03/27/2017 Data Release Frequency:Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S. Department of Justice('the Department")provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version:08/30/2016 Source: Drug Enforcement Administration Date Data Arrived at EDR:09/06/2016 Telephone: 202-307-1000 Date Made Active in Reports:09/23/2016 Last EDR Contact: 11/29/2016 Number of Days to Update:17 Next Scheduled EDR Contact:03/1312017 Data Release Frequency:Quarterly Local Land Records HIST LIENS: Environmental Liens Listing This listing contains information fields that are no longer tracked in the LIENS database. Date of Government Version:03/23/2007 Source: Texas Commission on Environmental Qualilty Date Data Arrived at EDR:03/23/2007 Telephone: 512-239-2209 Date Made Active in Reports:05/02/2007 Last EDR Contact:12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency:No Update Planned LIENS: Environmental Liens Listing The listing covers TCEQ liens placed against either State Superfund sites or Federal Superfund sites to recover cost incurred by TCEQ. Date of Government Version:09/13/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:loll 2/2016 Telephone: 512-239-2209 Date Made Active in Reports:12/07/2016 Last EDR Contact:01/03/2017 Number of Days to Update:56 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies TC4848347.2s Page GR-12 GOVERNMENT RECORDS EARCHED / DATA CURRENCY `CLACKING LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CFRCLIS provides information as to the identity of these sites and properties. Date of Government Version:02/18/2014 Source: Environmental Protection Agency Date Data Arrived at EDR:03/18/2014 Telephone: 202-564-6023 Date Made Active in Reports:04/24/2014 Last EDR Contact:01/24/2017 Number of Days to Update:37 Next Scheduled EDR Contact:05/08/2017 Data Reioase Frequency:Varies Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System.HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:12/28/2016 Source: U.S. Department of Transportation Date Data Arrived at EDR: 12/28/2016 Telephone: 202-366-4555 Date Made Active in Reports:02/03/2017 Last EDR Contact: 12/28/2016 Number of Days to Update:37 Next Scheduled EDA Contact:04110/2017 Data Release Frequency:Annually SPILLS: Spills Database Spills reported to the Emergency Response Division. Date of Government Version: 10125/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at FDR:10128/2016 Telephone: 512-239-2507 Date Made Active in Reports:12/07/2016 Last EDR Contact:01/17/2017 Number of Days to Update:40 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases.Typically, they may include chemical,oil and/or hazardous substance spifls recorded after 1990. Duplicate records that are already included in FDR incident and release records are not included in Spills 90. Date of Government Version:10/23/2012 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:NIA Data Release Frequency:No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990.Typically, they may include chemical,oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version:05/15/2005 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03107/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:NIA Data Release Frequency:No Update Planned Other Ascertainable Records MCRA NonGen/NLR: RCRA-Non Generators I No Longer Regulated RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Non-Generators do not presently generate hazardous waste. TC4848347.2s Page GH-13 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version:09/12/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/28/2016 Telephone: 214-665-6444 Date Made Active in Reports:01/06/2017 Last EDR Contact:12/28/2016 Number of Days to Update:100 Next Scheduled EDR Contact:04110/2017 Data Release Frequency:Varies FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version:01/31/2015 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:07/0312015 Telephone: 202-528-4285 Date Made Active in Reports:10/13/2015 Last EDR Contact:12/08/2016 Number of Days to Update:97 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States,Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR:11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact:01/13/2017 Number of Days to Update:62 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by:Army Corps of Engineers,Bureau of Reclamation,National Wild and Scenic River, National Wildlife Refuge,Public Domain Land, Wilderness,Wilderness Study Area,Wildlife Management Area, Bureau of Indian Affairs,Bureau of Land Management, Department of Justice, Forest Service,Fish and Wildlife Service,National Park Service. Date of Government Version: 12/31/2005 Source: U.S.Geological Survey Date Data Arrived at EDR:02/06/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact:01/13/2017 Number of Days to Update:339 Next Scheduled EDR Contact:04/2412017 Data Release Frequency:NIA SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998,with support from the U.S.EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs.Currently the member states are Alabama,Connecticut, Florida, Illinois,Kansas, Minnesota, Missouri,North Carolina,Oregon,South Carolina,Tennessee,Texas,and Wisconsin. Date of Government Version:03/07/2011 Source: Environmental Protection Agency Date Data Arrived at EDR:03/09/2011 Telephone: 615-532-8599 Date Made Active in Reports:05/02/2011 Last EDR Contact:01/31/2017 Number of Days to Update:54 Next Scheduled EDR Contact:02/27/2017 Data Release Frequency:Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat,store,or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up,closure,and post-closure care of their facilities. Date of Government Version: 10/11/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:11/16/2016 Telephone: 202-566-1917 Date Made Active in Reports:02/03/2017 Last EDR Contact:11/16/2016 Number of Days to Update:79 Next Scheduled EDR Contact:02/27/2017 Data Release Frequency:Quarterly TC4848347.2s Page GR-14 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING EPA WATCH LIST: EPA WATCH LIST EPA maintains a"Watch List"to facilitate dialogue between EPA,state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a stale or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected,but instead indicates cases requiring additional dialogue between EPA,state and local agencies-primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version:08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports:06/17/2014 Last FDR Contact:02/03/2017 Number of Days to Update:88 Next Scheduled EDR Contact:05/22/2017 Data Release Frequency:Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals far the RCRA Corrective Action program by creating the 2020 Corrective Action Universe.This RCRA cleanup baseline includes facilities expected to need corrective action.The 2020 universe contains a wide variety of sites.Some properties are heavily contaminated while others were contaminated but have since been cleaned up.Still others have not been fully investigated yet,and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version:04/22/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/03/2015 Telephone: 703-308-4044 Date Made Active in Reports:03/09/2015 Last EDR Contact: 11/1112016 Number of Days to Update:6 Next Scheduled EDR Contact:02/20/2017 Data Release Frequency:Varies TSCA: Toxic Substances Control Act Toxic Substances Contra]Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version:12/3-112012 Source: EPA Date Data Arrived at EDR:01/15/2015 Telephone: 202-260-5521 Date Made Active in Reports:01/29/2015 Last EDR Contact: 12/23/2016 Number of Days to Update: 14 Next Scheduled EDR Contact:04/03/2017 Data Release Frequency:Every 4 Years THIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title Ill Section 313. Date of Government Version:12/31/2014 Source: EPA Date Data Arrived at EDR:11/24/2015 Telephone: 202-566-0250 Date Made Active in Reports:04/05/2016 Last EDR Contact:11/22/2016 Number of Days to Update:133 Next Scheduled EDR Contact:03/06/2017 Data Release Frequency:Annually SSTS: Section 7 Tracking Systems Section 7 of the Federa]Insecticide, Fungicide and Rodenticide Act,as amended(92 Stat.829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Source: EPA Date Data Arrived at EDR:1211012010 Telephone: 202-564-4203 Date Made Active in Reports:02/25/2011 Last EDR Contact:01/23/2017 Number of Days to Update:77 Next Scheduled EDR Contact:05/08/2017 Data Reieaso Frequency:Annually TC4848347.2s Page GR-15 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL(Superfund)site containing technical and health information to aid in the cleanup. Date of Government Version: 11125/2013 Source: EPA Date Data Arrived at EDR:12/12/2013 Telephone: 703-416-0223 Date Made Active in Reports:02/24/2014 Last EDR Contact: 12/06/2016 Number of Days to Update:74 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances.The Risk Management Program Rule(RMP Rule)was written to implement Section 112(r)of these amendments.The rule,which built upon existing industry codes and standards,requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program,which includes a(n):Hazard assessment that details the potential effects of an accidental release,an accident history of the last five years,and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance,monitoring,and employee training measures;and Emergency response program that spells out emergency health care,employee training measures and procedures for informing the public and response agencies(e.g the fire department)should an accident occur. Date of Government Version:08/01/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:08122/2016 Telephone: 202-564-8600 Date Made Active in Reports:1 1/11/2016 Last EDR Contact:01/2312017 Number of Days to Update:81 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995,data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/02/2008 Number of Days to Update:35 Next Scheduled EDR Contact:09/01/2008 Data Release Frequency:No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Source. EPA Date Data Arrived at EDR:10/17/2014 Telephone: 202-564-6023 Date Made Active in Reports:1 012 012 0 1 4 Last EDR Contact:11/07/2016 Number of Days to Update:3 Next Scheduled EDR Contact:02/20/2017 Data Release Frequency:Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators,transporters,commercial sforers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version:01/20/2016 Source: EPA Date Data Arrived at EDR:04/28/2016 Telephone: 202-566-0500 Date Made Active in Reports:09/02/2016 Last EDR Contact:01/13/2017 Number of Days to Update:127 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Annually T04848347.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ING ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version:07/27/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:08/05/2016 Telephone: 202-564-5088 Date Made Active in Reports:10/21/2016 Last EDR Contact:01/09/2017 Number of Days to Update:77 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Quarterly FTTS: FIFRA/TSCA Tracking System-FIFRA(f=ederal Insecticide,Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Communfty Right-to-Know Act).To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/09/2009 Source: EPA/Office of Prevention,Pesticides and Toxic Substances Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact: 11/17/2016 Number of Days to Update:25 Next Scheduled EDR Contact:03/0612017 Data Release Frequency:Quarterly FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide,Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04709/2009 Source: EPA Date Data Arrived at EDR:04/16/2009 Telephone: 202--566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:11/17/2016 Number of Days to Update:25 Next Scheduled EDR Contact:03/06/2017 Data Release Frequency:Quarterly MILTS: Material Licensing Tracking System MILTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:08/30/2016 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:09/08/2016 Telephone: 301-415-7169 Date Made Active in Reports:10/21/2016 Last EDR Contact:02/03/2017 Number of Days to Update:43 Next Scheduled EDR Contact:05/22/2017 Data Release Frequency:Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Source: Department of Energy Date Data Arrived at EDR:08/07/2009 Telephone: 202-566-8719 Date Made Active in Reports:10/22/2009 Last EDR Contact:1210&12016 Number of Days to Update:76 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version:07/01/2014 Source: Environmental Protection Agency Date Data Arrived at EDR:09/10/2014 Telephone: N/A Date Made Active in Reports: 10/20/2014 Last EDR Contact:12/06/2016 Number of Days to Update:40 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Varies TC4848347.2s Page GR-17 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING PCB TRANSFORMER: PGB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:02/01/2011 Source: Environmental Protection Agency Date Data Arrived at EDR:10/19/2011 Telephone: 202-566-0517 Dale Made Active in Reports:01A0/2012 Last EDR Contact:01/29/2016 Number of Days to Update:83 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. Date of Government Version: 10/03/2016 Source: Environmental Protection Agency Dale Data Arrived at EDR: 10/05/2016 Telephone: 202-343-9775 Date Made Active in deports:10/21/2016 Last EDR Contact:01/06/2017 Number of Days to Update:16 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Quarterly HIST FTTS: FIFFiAITSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRAITSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of F1FRA (Federal Insecticide,Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records. Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact:12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency:No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection&Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA(Federal Insecticide,Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version:10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact:12/17/2008 Number of Days to Update:40 Next Scheduled FDR Contact:03/17/2008 Data Release Frequency:No Update Planned DOT OPS: Incident and Accident Data Department of Transporation,Office of Pipeline Safety Incident and Accident data. Date of Government Version:07/31/2012 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:08/07/2012 Telephone: 202-366-4595 Date Made Active in Reports:09/18/2012 Last EDR Contact:02/01/2017 Number of Days to Update:42 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies CONSENT: Superfund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Superfund)sites. Released periodically by United States District Courts after settlement by parties to litigation matters. TC4848347.2s Page GR-18 GOVERNMENT NMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version:09/30/2016 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:11118/2016 Telephone: Varies Date Made Active in Reports:02/03/2017 Last EDR Contact:01/23/2017 Number of Days to Update:77 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups:Large Quantity Generators(LOG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2013 Source: EPA/NTIS Date Data Arrived at EDR:02124/2015 Telephone: 800-424-9346 Date Made Active in Reports:09130/2015 Last EDR Contact: 11/23/2016 Number of Days to Update:218 Next Scheduled EDR Contact:03106/2017 Data Release f=requency:Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Source: USGS Date Data Arrived at FDR:07/14/2015 Telephone: 202-208-3710 Date Made Active in Reports:01/10/2017 Last EDR Contact:01/13/2017 Number of Days to Update:546 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations. Date of Government Version:07/21/2016 Source: Department of Energy Date Data Arrived at EDR:07/26/2016 Telephone: 202-586-3559 Date Made Active in Reports:09/23/2016 Last EDR Contact:02/03/2017 Number of Days to Update:59 Next Scheduled EDR Contact:05/22/2017 Data Release Frequency:Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material(mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however,in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version:09/14/2010 Source: Department of Energy Date Data Arrived at EDR:10/07/2011 Telephone: 505-845-0011 Date Made Active in Reports:03/01/2012 Last EDR Contact:09/09/2016 Number of Days to Update:146 Next Scheduled EDR Contact:12/05/2016 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version:03/07/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:04/07/2015 Telephone: 703-603-8787 Date Made Active in Reports:09/02/2016 Last EDR Contact:01/05/2017 Number of Days to Update: 148 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S.where secondary lead smelting was done from 1931and 1964.These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust TC4848347.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR:10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports:12/02/2010 Last EDR Contact:12/02/2009 Number of Days to Update:36 Next Scheduled EDR Contact:NIA Data Release Frequency:No Update Planned US AIRS(AFS): Aerometric information Retrieval System Facility Subsystem(AFS) The database is a sub-systom of Aerometric Information Retrieval System(AIRS).AFS contains compliance data on air pollution point sources regulated by the U.S.EPA and/or state and local air regulatory agencies.This information comes from source reports by various stationary sources of air pollution,such as electric power}Tants, steel mills,factories,and universities,and provides information about the air pollutants they produce.Action, air program,air program pollutant,and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR:10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact: 12/22/2016 Number of Days to Update:100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version:10/12/2016 Source: EPA Date Data Arrived a1 EDR:10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last FDR Contact: 12/22/2016 Number of Days to Update:100 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version:08/05/2016 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR:09/01/2016 Telephone: 303-231-5959 Date Made Active in Reports:09/23/2016 Last EDR Contact:12/01/2016 Number of Days to Update:22 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous(ferrous metal mines are facilities that extract ferrous metals,such as iron ore or molybdenum)and nonferrous(Nonferrous metal mines are facilities that extract nonferrous metals,such as gold,silver,copper,zinc,and lead)metal mines in the United States. Date of Government Version: 12/05/2005 Source: USGS Date Data Arrived at EDR:02/29/2008 Telephone: 703-648-7709 Date Made Active in Reports:04/18/2008 Last EDR Contact:12/12/2016 Number of Days to Update:49 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies US MINES 3: Active Mines&Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version:04/14/2011 Source: USGS Date Data Arrived at EDR:06/08/2011 Telephone: 703-648-7709 Date Made Active in Reports:09/13/2011 Last EDR Contact: 12/02/2016 Number of Days to Update:97 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies T04848347.2s Page GR-20 GOVERNMENT RECORDS EAR HED / DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System.FINDS contains both facility information and'pointers'to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS(Permit Compliance System),AIRS(Aerometric Information Retrieval System), DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes),FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement act€ons for all environmental statutes), FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:07/15/2016 Source: EPA Date Data Arrived at EDR:09/07/2016 Telephone: (214)665-2200 Date Made Active in Reports: 11A 1/2016 Last EDR Contact:12/06/2016 Number of Days to Update:65 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version:06/02/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:06/03/2016 Telephone: 202-5640527 Date Made Active in Reports:09/02/2016 Last EDR Contact:11/28/2016 Number of Days to Update:91 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 10/25/2015 Source: Department of Defense Date Data Arrived a1 EDR:01/29/2016 Telephone: 571-373-0407 Date Made Active in Reports:04105/2016 Last EDR Contact:01/20/2017 Number of Days to Update:67 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Varies AIRS: Current Emission Inventory Data The database lists by company,along with their actual emissions,the TNRCC air accounts that emit EPA criteria pollutants. Date of Government Version:09/16/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/20/2016 Telephone: N/A Date Made Active in Reports:10/24/2016 Last EDR Contact:12/12/2016 Number of Days to Update:34 Next Scheduled EDR Contact:03/27/2017 Data Release Frequency:Semi-Annually APAR: Affected Property Assessment Report Site Listing Listing of Sites That Have Received an APAR(Affected Property Assessment Report) Date of Government Version: 10/25/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/26/2016 Telephone: 512-239-5872 Date Made Active in Reports:12/06/2016 Last EDR Contact:01/23/2017 Number of Days to Update:41 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Varies COAL ASH: Coal Ash Disposal Sites A listing of facilities that use surface impoundments or landfills to dispose of coal ash. Date of Government Version:05/05/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:05/10/2016 Telephone: 512-239-6624 Date Made Active in Reports:08/03/2016 Last FDR Contact:01/30/2017 Number of Days to Update:85 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies TC4848347.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING G DRYCLEANERS: Drycleaner Registration Database Listing A listing of drycleaning facilities. Date of Government Version:10/04/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:12/01/2016 Telephone: 512-239-2160 Date Made Active in Reports:12/06/2016 Last EDR Contact:12/01/2016 Number of Days to Update:5 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Varies ED AQUIF: Edwards Aquifer Permits A listing of permits in the Edwards Aquifer Protection Program database.The information provided is for the counties located in the Austin Region(Hays,Travis,and Williamson counties). Date of Government Version: 11/10/2016 Source: Texas Commission on Environmental Quality,Austin Region Dale Data Arrived at EDR: 11111/2016 Telephone: 512-339-2929 Date Made Active in Reports:12/06/2015 Last EDR Contact:12/22/2016 Number of Days to Update:25 Next Scheduled EDR Contact:04/10/2017 Data Release Frequency:Varies ENFORCEMENT: Notice of Violations Listing A listing of permit violations. Date of Government Version:11/27/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:11/01/2016 Telephone: 512-239-6012 Date Made Active in Reports:12/08/2016 Last EDR Contact:01/03/2017 Number of Days to Update:37 Next Scheduled EDR Contact:04117/2017 Data Release Frequency:Semi-Annually Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version:09/28/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/29/2016 Telephone: 512-239-6239 Date Made Active in Reports:14101/2016 Last EDR Contact:12/22/2016 Number of Days to Update:33 Next Scheduled EDR Contact:04/1012017 Data Release Frequency:Varies Financial Assurance 2: Financial Assurance Information Listing Financial Assurance information for underground storage tank facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure,post-closure care,and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version:12/01/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:12/2012016 Telephone: 512-239-0986 Date Made Active in Reports:12/22/2016 Last EDR Contact:42/20/2016 Number of Days to Update:2 Next Scheduled EDR Contact:0411012017 Data Release Frequency:Quarterly GCC: Groundwater Contamination Cases Texas Water Code,Section 26.406 requires the annual report to describe the current status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report is required to contain a description of each case of groundwater contamination documented during the previous calendar year.Also to be included,is a description of each case of contamination documented during previous periods for which voluntary clean up action was incomplete at the time the preceding report was issued. The report is also required to indicate the status of enforcement action for each listed case. Date of Government Version:12/3112015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/06/2016 Telephone: 512-239-5690 Dale Made Active in Reports:11/01/2046 Last EDR Contact:12/02/2016 Number of Days to Update:56 Next Scheduled EDR Contact:03/13/2017 Data Release Frequency:Annually TC4848347.2s Page GR-22 GOVERNMENT RECORDS SEARCHED l DATA CURRENCY TRACKING Ind. Naz Waste: Industrial&Hazardous Waste Database Summary reports reported by waste handlers,generators and shippers in Texas. Date of Government Version:09/07/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/20/2016 Telephone: 512-239-0985 Date Made Active in Reports:12/16/2016 Last EDR Contact:01/20/2017 Number of Days to Update:57 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Annually IHW CORR ACTION: IHW CORR ACTION Industrial hazardous waste facilities with corrective actions. Date of Government Version: 10/07/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/11/2016 Telephone: 512-239-5872 Date Made Active in Reports: 12/06/2016 Last EDR Contact:01/03/2017 Number of Days to Update:56 Next Scheduled EDR Contact:04/17/2017 Data Release Frequency:Varies IOP: Innocent Owner/Operator Program Contains information on all sites that are in the]OP.An IOP is an innocent owner or operator whose property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property,and they did not cause or contribute to the source or sources of contamination. Date of Government Version:10/03/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:10/04/2016 Telephone: 512-239-5894 Date Made Active in Reports:11/01/2016 Last EDR Contact:01/03/2017 Number of Days to Update:28 Next Scheduled EDR Contact:04/1712017 Data Release Frequency:Quarterly MSD: Municipal Settings Designations Database An MSD is an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not use as potable water,and is prohibited from future use as potatable water because that groundwater is contaminated in excess of the applicable potable-water protective concentration level. Date of Government Version: 10/31/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:11/01/2016 Telephone: 512-239-4982 Date Made Active in Reports:12/07/2016 Last EDR Contact:01/30/2017 Number of Days to Update:36 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Varies NPDES: NPDES Facility List Permitted wastewater outfalls. Date of Government Version:11/15/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:11/17/2016 Telephone: 512-239-4591 Date Made Active in Reports:12/09/2016 Last EDR Contact:11/17/2016 Number of Days to Update:22 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency:Varies RWS: Radioactive Waste Sites Sites in the State of Texas that have been designated as Radioactive Waste sites. Date of Government Version:07/24/2006 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/14/2006 Telephone: 512-239-0859 Date Made Active in Reports:01/23/2007 Last EDR Contact:11/18/2016 Number of Days to Update:40 Next Scheduled EDH Contact:02/27/2017 Data Release Frequency:Semi-Annually TC4848347.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TIER 2: Tier 2 Chemical Inventory Reports A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2012 Source: Department of State Health Services Date Data Arrived at EDR:06/07/2013 Telephone: 512-834-6603 Date Made Active in Reports:07122/2013 Last EDR Contact:11/18/2016 Number of Days to Update:45 Next Scheduled EDR Contact:03/06/2017 Data Release Frequency:Annually UIC: Underground Injection Wells Database Listing Class V injection wells regulated by the TCEQ.Class V wells are used to inject non-hazardous fluids underground. Most Class V wells are used to dispose of wastes into or above underground sources of drinking water and can pose a threat to ground water quality,if not managed properly. Date of Government Version: 11/30/2016 Source: Texas Commission on Environmental Quality Date Data Arrived at FDR:12/05/2016 Telephone: 512-239-6627 Date Made Active in Reports:12/22/2015 Last EDR Contact:01/12/2017 Number of Days to Update:17 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past miming(primarily coal mining)is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of AML impacts,as well as,information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version:06/09/2016 Source: Department of Interior Date Data Arrived a1 EDR:06/13/2016 Telephone: 202-208-2609 Date Made Active in Reports:09/02/2016 Last EDR Contact:12/09/2016 Number of Days to Update:81 Next Scheduled EDR Contact:03/27/2017 Data Release Frequency:Quarterly FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80(Code of Federal Regulations) EPA Fuels Programs.All companies now are required to submit new and updated registrations. Date of Government Version:11/21/2016 Source: EPA Date Data Arrived at EDR:11/22/.2016 Telephone: 800-385-5164 Date Made Active in Reports:02/03/2017 Last EDR Contact: 11/22/2016 Number of Days to Update:73 Next Scheduled EDR Contact:03/06/2017 Data Release Frequency:Quarterly ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:09/18/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:09/2012016 Telephone: 202-564-2280 Date Made Active in Reports:10/21/2016 Last EDR Contact:12/20/2016 Number of Days to Update:31 Next Scheduled EDR Contact:04103/2017 Data Release Frequency:Quarterly EDR HIGH RISK HISTORICAL RECORDS 1=AR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United Stales from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil,rosin,coal,or a mixture of coal,oil,and water that also produced a significant amount o1 waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. TC4848347.2s Page GH-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:NIA Source: FDH, Inc. Date Data Arrived at EDR:NIA Telephone: NIA Date Made Active in Reports:NIA Last EDR Contact:NIA Number of Days to Update:NIA Next Scheduled EDR Contact:NIA Data Release Frequency:No Update Planned EDR Hist Auto: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers.EDR's review was limited to those categories of sources that might,in FDR's opinion,include gas station/filling station/service station establishments.The categories reviewed included,but were not limited to gas,gas station,gasoline station, filling station,auto,automobile repair,auto service station,service station,etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:NIA Source: EDR, Inc. Date Data Arrived at EDR:NIA Telephone: NIA Date Made Active in Reports:NIA Last EDR Contact:NIA Number of Days to Update:NIA Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR Hist Cleaner: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might,in EDR's opinion,include dry cleaning establishments.The categories reviewed included,but were not limited to dry cteanors,cleaners, laundry,laundromat,cleaning/laundry,wash&dry etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,but may not show up in current government records searches. Date of Government Version:NIA Source: EDR, Inc. Date Data Arrived at EDR:NIA Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:NIA Number of Days to Update:N/A Next Scheduled EDR Contact:NIA Data Release Frequency:Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version:NIA Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: NIA Date Made Active in Reports: 12/26/2013 Last EDR Contact:06/01/2012 Number of Days to Update: 178 Next Scheduled EDR Contact:NIA Data Release Frequency:Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. TC4848347.2s Page GR-25 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING Date of Government Version:NIA Source: Texas Commission on Environmental Ouality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports:01/13/2014 Last EDR Contact:06/01/2012 Number of Days to Update:196 Next Scheduled EDR Contact:NIA Data Release Frequency:Varies COUNTY RECORDS TRAVIS COUNTY: Historic Tank Records A listing of historic records from the City of Austin. Date of Government Version:06/25/2012 Source: Department of Planning&Development Review Dale Data Arrived at EDR:06/29/2012 Telephone: 512-974-2715 Date Made Active in Reports:08/23/2012 Last EDR Contact: 12/05/2016 Number of Days to Update:55 Next Scheduled EDR Contact:03/20/2017 Data Release Frequency:Varies OTHER DATABASE(S) Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Dale of Government Version:07/30/2013 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:08/19/2013 Telephone: 860-424-3375 Date Made Active in Reports:10/03/2013 Last EDR Contact:11/11/2016 Number of Days to Update:45 Next Scheduled EDR Contact:02/27/2017 Data Release Frequency:No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:12/31/2015 Source: Department of Environmental Protection Dale Data Arrived at EDR:09/29/2016 Telephone: N/A Date Made Active in Reports:01/03/2017 Last EDR Contact:01/09/2017 Number of Days to Update:96 Next Scheduled EDR Contact:04/24/2017 Data Release Frequency:Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version:10/01/2016 Source: Department of Environmental Conservation Date Data Arrived at EDR:11/02/2016 Telephone: 518-402-8651 Date Made Active in Reports:01/04/2017 Last EDR Contact:02101/2017 Number of Days to Update:63 Next Scheduled EDR Contact:05/08/2017 Data Release Frequency:Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. TC4848347.2s Page GR-26 GOVERNMENT RECORDS FAB LED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2015 Source: Department of Environmental Protection Date Data Arrived at EDR:07/22/2016 Telephone: 717-783-8990 Date Made Active in Reports: 11/22/2016 Last EDR Contact:01/12/2017 Number of Days to Update: 123 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Source: Department of Environmental Management Date Data Arrived at EDR:06/1912015 Telephone: 401-222-2797 Date Made Active in Reports:07/15/2015 Last EDR Contact:11/21/2016 Number of Days to Update:26 Next Scheduled EDR Contact:03/06/2017 Data Release Frequency:Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version:11/07/2016 Source: Department of Environmental Conservation Date Data Arrived at EDR: 11/18/2016 Telephone: 802-241-3443 Date Made Active in Reports:01/06/2017 Last EDR Contact:01/17/2017 Number of Days to Update:49 Next Scheduled EDR Contact:05/01/2017 Data Release Frequency:Annually WI MANIFEST: Manifest Informatfon Hazardous waste manifest information. Date of Government Version: 12/31/2015 Source: Department of Natural Resources Date Data Arrived at EDR:04/14/2016 Telephone: NIA Date Made Active in Reports:06/03/2016 Last EDR Contact:12/12/2016 Number of Days to Update:50 Next Scheduled EDR Contact:03/27/2017 Data Release Frequency:Annually Oil/Gas Pipelines Source: PennWeil Corporation Petroleum Bundle(Crude Oil, Refined Products, Petrochemicals,Gas liquids(LPG/NGL),and Specialty Gases(Miscellaneous))N=Natural Gas Bundle(Natural Gas,Gas Liquids(LPG/NGL),and Specialty Gases (Miscellaneous)).This map includes information copyrighted by PennWell Corporation.This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation.This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness tar any particular purpose.Such information has been reprinted with the permissfon of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities-schools,daycares,hospitals, medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source:American Hospital Association, Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers:Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number,produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source:National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. TC4848347.2s Page GR-27 GOVERNMENT RECORDS SEARCHED ! DATA CURRENCY TRACKING Public Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary and secondary public education in the United States. It is a comprehensive,annual,national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Child Care Facility List Source:Department of Protective&Regulatory Services Telephone:512-438-3269 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and 03 data from FEMA in areas not covered by NFHL. Source:FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by FDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 Current USGS 7.5 Minute Topographic Map Source:U.S.Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America,Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights awned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4848347.2s Page GR-28 I EOCHE K0- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS FARM TO MARKET ROAD 3325 FARM TO MARKET ROAD 3325 WEATHERFORD,TX 76087 TARGET PROPERTY COORDINATES Latitude (North): 32.76887-32" 46'7.93" Longitude (West): 97.618427-97' 37' 6.34" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 629404.3 UTM Y(Meters): 3626318.5 Elevation: 1071 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 5936175 SPRINGTOWN SE,TX Version Date: 2013 Northwest Map: 5925705 LAKE WEATHERFORD,TX Version Date: 2012 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principal investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. T04848347.2s Page A-1 GEO HE 1 - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General East SURROUNDING TOPOGRAPHY:ELEVATION PROFILES c 0 ro N o o o W N O .e 00 W O �• O A North South TP C O W P w A ca s. .. . . . . . . . . . . . . . . . . N mq y m W A eAfl ? West East TP 0 112 1 Miles Target Property Elevation: 1071 ft. Source:Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative(not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC4848347.2s Page A-2 CEO HECW-) - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at,Target Property FEMA Source Type 48367CO325E FEMA FIRM Flood data Additional Panels in search area: FEMA Source Type 48367CO300E FEMA FIRM Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage NOT AVAILABLE YES- refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrageologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFILl Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported .11 996 ®1996 Site�pecitic hydrogea'Neal data gathered by CERGLIS Alerts,Ira-,Bainbridge Island,WA.All rights reserved.All of the iniermalion and opinlons presented are those of the cited EPA repor 1,which were completed under Z Oomprehensive Environmental Response Compensallen and Liability Information System(GERGLIS)investigation TC4848347.2s Page A-3 GEO HE R' - PHYSICAL SETTING SOURCE SUMMARY I GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Mesozoic Category: Stratified Sequence System: Cretaceous Series: Fredericksburg Group Code: IK2 (decoded above as Era,System&Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M. Belkman Map, USGS Digital Data Series DDS- 11 (1994). TC4848347.2s Page A-4 SSURGO S0II„ MAP o 4848347.2s f ti ] 3 4 2 2 * Target Property °1 If6 1A uuin N SSURG0 soil Mad N Water SITE NAME: Farm To Market Road 3325 CLIENT: W&M Environmental Group ADDRESS: Farm To Market Road 3325 CONTACT: Holly Stockton Weatherford TX 76087 INQUIRY#: 4848347.25 LAT/LONG: 32.76887/97.618427 DATE: February 08,2017 11:05 am EO HECK" PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service(SCS) leads the National Cooperative Soil Survey(NCSS) and is responsible for collecting,storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Aledo Soil Surface Texture: very gravelly clay loam Hydrologic Group: Class C-Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential -Uncoated Steel: Moderate Depth to Bedrock Min: >41 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 3 inches 16 inches very gravelly Not reported COARSE-GRAINED Max:14 Max:8.4 clay loam SOILS,Sands, Min:4 Min:7.9 Sands with fines, Clayey sand. 2 16 inches 20 inches bedrock Not reported Not reported Max:14 Max: Min: Min:4 3 0 inches 3 inches clay loam Not reported FINE-GRAINED Max: 14 Max:8.4 SOILS,Silts and Min:4 Min:7.9 Clays(liquid limit less than 50%),Lean Clay Soil Map ID:2 Soil Component Name: Venus Soil Surface Texture: clay loam Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Well drained TC4848347.2s Page A-6 EOOHECO - PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Not hydric Corrosion Potential- Uncoated Steel: High Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Sall Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Sail Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches is inches clay loam Not reported FINE-GRAINED Max:14 Max:8.4 SOILS,Silts and Mirr:4 Min:7.9 Clays(liquid limit less than 50%),Lean Clay 2 16 inches 5o inches clay loam Not reported FINE-GRAINED Max:14 Max:8.4 SOILS,Silts and Min:4 Min:7.9 Clays(liquid limit less than 50%),Lean Clay 3 50 inches 79 inches clay loam Not reported FINE-GRAINED Max: 14 Max:8.4 SOILS,Silts and Min:4 Min:7.9 Clays(liquid limit less than 50%),Lean Clay Soil Map ID: 3 Soil Component Name: Purves Soil Surface Texture: clay Hydrologic Croup: Class D-Very slow infiltration rates. Soils are clayey, have a high water table,or are shallow to an impervious layer. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential-Uncoated Steel: High Depth to Bedrock Min: >36 inches Depth to Watertable Min: >0 inches TC4848347.2s Page A-7 GEOGHEUK". - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Saturates! hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Sail Reaction micro misec (pH) 1 0 inches 5 inches clay Not reported FINE-GRAINED Max:4 Max:8.4 SOILS, Silts and Min: 1.4 Min:7.9 Clays(liquid limit 50%or more), Fat Clay. 2 5 inches 14 inches gravelly clay Not reported FINE-GRAINED Max:4 Max:8.4 SOILS,Silts and Min:1.4 Min:7.9 Clays(liquid limit 50%or more),Fat Clay. 3 14 inches 20 inches bedrock Not reported Not reported Max: 14 Max: Min: Min:0.42 Soil Map ID:4 Soil Component Name: Krum Soil Surface Texture: clay Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table,or are shallow to an impervious layer. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential- Uncoated Steel: High Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro misec (pH) 1 0 inches 24 inches clay Not reported FINE-GRAINED Max:4 Max:8.4 SOILS,Silts and Min:1.4 Min:7.4 Clays(liquid limit less than 50%), LeanCla TC4848347.2s Page A-8 EOCHEC - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 2 24 inches 44 inches clay Not reported FINE-GRAINED Max:4 Max:8.4 SOILS,Silts and Min: 1.4 Min:7.9 Clays(liquid limit 50%or more),Fat Clay. 3 44 inches 79 inches clay Not reported FINE-GRAINED Max:4 Max:8.4 SOILS,Silts and Min: 1.4 Min:7.9 Clays(liquid limit less than 50%),Lean Clay LOCAL 1 REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration an nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note:PWS System location is not always the same as well iocation. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP TC4848347.2s Page A-9 GE0CHECK" - PHYSICAL SIETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXMON3000092171 1/8- 1/4 Mile WNW A2 TXDOL2000123782 1/8-- 1/4 Mile WNW B3 TXMON3000103108 114- 112 Mile WSW B4 TXDOL2000123474 1/4- 112 Mile WSW 5 TXMON3000106828 1/2- 1 Mile North C6 TXDOL2000087097 1/2- 1 Mile East C7 TXMON3000038241 112- 1 Mile East D8 TXDOL2000121890 112- 1 Mile ESE D9 TXPLU3000054047 1/2- 1 Mile ESE D10 TXMON3000175146 1/2- 1 Mile ESE Ell TXDOL2000123992 1/2- 1 Mile East E12 TXMON3000084010 112- 1 Mile East 13 TXMON3000259008 112- 1 Mile ENE F14 TXMON3000070327 1/2- 1 Mile WNW F15 TXDOL2000124338 1/2- 1 Mile WNW G16 TXMON3000096203 1/2- 1 Mile NNE G17 TXDOL2000123629 1/2- 1 Mile NNE H18 TXMON3000105306 1/2- 1 Mile NNE H19 TXDOL2000123389 112- 1 Mile NNE G20 TXMON3000209554 112- 1 Mile North 21 TXWDB5000046593 112- 1 Mile SW OTHER STATE DATABASE INFORMATION STATE OIL/GAS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXOG60000843288 118-114 Mile East A2 TXO660000843282 118-1/4 Mile East 3 TXOG60000843317 118-1/4 Mile WSW 134 TXOG60000843243 112-1 Mile WNW 135 TXOG60000843240 1/2-1 Mile WNW 86 TXOG60000843241 112-1 Mile WNW 7 TXOG60000843400 1/2-1 Mile SSW 8 TXOG60000843289 112-1 Mile West C9 TXOG60000843249 1/2-1 Mile West D10 TXOG60000843297 1/2-1 Mile East D11 TXOG60000843298 1/2-1 Mile East C12 TXOG60000843250 1/2-1 Mile West C13 TXOG60000843251 112-1 Mile West 014 TXOG60000843252 112-1 Mile West 015 TXO060000843245 112-1 Mile West TC4848347.2s Page A-10 PHYSICAL SETTING SOURCE MAP - 4848347.2s 19 g0 j6J3 a� r o � ivsn O � G p 9 G c f f4�ll q • �C Ly�J I� a G Q G fG� G 96 7 lr`—• y ■ Alf;' R O 0 0 0 f' n NCounty Boundary a va 1 Miles N Major Roads Contour Lines { Groundwater Flow Direction Airports G i Indeterminate Groundwater Flow at Location Op Earthquake epicenter,Richter 5 or greater 1(c v Groundwater Flow Varies at Location (9 Water Wells ® Closest Hydrogeological Data © Public Water Supply Wells ! Oil or gas wells 4 Cluster of Multiple Icons SITE NAME: Farm To Market Road 3325 CLIENT: W&M Environmental Group ADDRESS: Farm To Market Road 3325 CONTACT: Holly Stockton Weatherford TX 76087 INQUIRY#: 4848347.2s LATILONG: 32.76887197.618427 DATE: February 08,2017 11:05 am EOCHE 1 - PHYSICAL SETTING SOURCE MAP FINDINGS - -- - Map ID Direction Distance Elevation Database EDR ID Number Al WNW TX WELLS TXMON3000092171 118-114 Mile Higher Dateentere: 25-SEP-06 Ownname: Bobby Dorn Ownstreet: 101 Valhalla Owncity: Aledo Ownstate: TX Ownzip: 76008 County: Parker Wellstroot: 101 Valhalla Wellcity: Aledo Wellzip: 76008 Own: Not Reported Lat dec: 32.770554 Long dec: -97.621666 Elev: 0 Brandmodel: Lowrance 212 Gn: 32127 Gni: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 08-JUN-06 Datecomp: 08-JUN-06 Dial: 7.875 Diallo: 200 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: Bcgs: 114" Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: 100 Gpt: 200 Cemfroml: 0 Cemtoi: 20 Nosacksi: 3 cement Cemfrom2: 90 Cemto2: 200 Nosacks2: 2 cement Cemfrom3: Not Reported Cemtoi: Not Reported Nosacks3: Not Reported Cementmeth: Conventional Cementby: Company Ds: Not Reported Dpl: Not Reported DSv: Not Reported Appvar: Not Reported SCS: 0 Scsv: 1 Scp: 0 Sca: 0 Watlev: 100 Watlevdate: 08-JUN-06 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TC4848347.2s Page A-12 EO HE ICM`- PHYSICAL SETTING SOURCE MAP FINDINGS Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: f Welltestyi: 15 Welltest& 10 Welltesthr: .5 Watqualund: 0 Watqualu 1: t Watertype: Fresh Stratdepth: 200 Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcortify: 0 Compname: Double Diamond Water Well Service Drllicno: 2682 Compstreet: P.O.Box 518 Compcity: Granbury Compstate: TX Ccmpzip: 76048 Drillernam: James E.Williams Traineenam: Marvin Wilcox Tnum: 3298 Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000092171 Latitude: 32.770554 Longitude: -97.621666 A2 WNW TX WELLS TXDOL2000123782 118-114 Mile Higher Fid: 123781 Rec id: 123778 Edr site is 93584 Owner: Bobby Dorn Ownerwell: No Data Address: 101 Valhalla <br>Aledo ITX76008 Grid: 32-12-7 Waddress: 101 Valhalla <br>Aledo TX76008 Lat: 32° 46 14N Wcounty: Parker Long : 097° 37 18 WElevation: No Data Gpsusod: Lawrance 212 Typeofwork: New Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 7-718 in From Surface To 200 ft Dmethod: Air Rotary Bcompletio: Not Reported Packedfrom: 100 ft to 200 ft Packsize: 114 First Interval: From 0 ft to 20 It with 3 cement (#sacks and material) Second Interval: From 90 ft to 200 ft with 2 cement (#sacks and material) Third Interval: No Data Usedmethod: Conventional Cementedby: Company TC4848347.2s Page A-13 EO HE K,'�- PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: No Data Propertyli: No Data Verrimetho: No Data Variance: No Data Surface: Surface Sleeve Installed Staticleve: 100 ft.below land surface on6/8/2006 Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: Estimated Yield: 15 GPM with 10 ft drawdown after .5 hour Watertype: Fresh Stratadept: 200 ft. Chemicalmw No Undesirabl: No Companynam: Double Diamond Water Well ServMempanyadd: P.O. Box 518 Ccitystate: Granbury ,TX 76048 Licensenum: 2682 Wsignature: James E.Williams Dsignature: Marvin Wilcox Regnum: 3298 Comments: No Data Site id: TXDOL2000123782 B3 WSW TX WELLS TXMON3000103108 1/4-112 Mile Lower Dateentere: 20-FEB-07 Ownname: Dave Blode Ownstreet: 102 Chisholm Hills Rd Owncity: Weatrherford Ownslate: TX Ownzip: 76087 County: Parker Wellstreet: 102 Chisholm Mills Rd. Wellcity: Weatherford Wellzip: 76087 Own: 2 Lat dee: 32.766943 Long dee: -97.623888 Elev: 1198 Brandmodel: magillan Gn: 32127 Gn1: 32 Gn75: 12 Gn25: 7 Twn: 0 Twd: 0 Twr: 0 Twrp: 1 Twrg: 0 Um: 0 Ue: 0 Ud: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 27-DEC-06 Datecomp: 27-DEC-06 Dial: 6.75 Diallo: 400 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: i Dmmudrotar: 0 Dmbored: 0 Dmalrham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmolher: Not Reported Bco: 0 Bcs: 0 Bog: 1 Bogs: 1/4 Bou: 0 Bcoc: 0 Boot: Not Reported Gpf: 400 Gpt: 220 Cemfroml: 220 Gemtol: 2 Nosacksl: 8 benseal Cemfrom2: 2 TC4848347.2s Page A-14 EO HECK,j-- PHYSICAL SETTING SOURCE MAP FINDINGS Cemto2: 0 Nosacks2: 1 cement Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: grouted Cementby: Randal Peck Ds: 100+ Dpl: 50+ Dsv: tape measure Appvar: Not Reported Scs: 0 Scsv: 1 Sop: 0 Sea: 0 Watlev: 220 Watlevdate: 27-DEC-06 Artflow: 20 Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: i Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 380 Wtpump: 1 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: 20 Welltestdr: 60 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: trinty Stratdepth: 170 Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother. Not Reported Undcertify: 0 Compname: Pecks Well Serv.Inc DrIlicno; 4881 Compstreet: 2650 White Settlement Rd. Compcity: Weatherford Compstate: TX Compzip: 76087 Drillernam: Randal Peck Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000103108 Latitude: 32.766943 Longitude: -97.623888 B4 WSW TX WELLS TXDOL2000123474 114-112 Mile Lower Fid: 123473 Rec id: 123471 Edr site is 104609 Owner: Dave Blode Ownerwell: 2 Address: 102 Chisholm Hills Rd <br>Weatrherford JX76087 Grid: 32-12-7 Waddress: 102 Chisholm Rills Rd. <br>Weatherford ITX76087 Lat: 32° 46 01N Wcounty: Parker Long : 097° 37 26 W Elevation: 1198 ft. Gpsused: magillan Typeofwork: Replacement Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 6 3Y4 in From Surface To 400 ft Dmethod: Air Rotary Bcompletio: Not Reported Packodfrom: 400 1`1 to 220 It Packsize: 114 First Interval: From 220 ft to 2 f1 with 8 benseal (#sacks and material) Second Interval: From 2 ft to 0 It with 1 cement (#sacks and material) Third Interval: No Data Usedmethod: grouted Cementedby: Randal Peck TC4848347.2s Page A-15 CEO HECK ",-4 PHYSICAL SETTING SOURCE NMP FINDINGS Contaminat: 100+ ft Properlyli: 50+ ft Verrimetho: tape measure Variance: • No Data Surface: Surface Sleeve Installed Staticlove: 220 ft.below land surface on12/27/2006 Flow: 20 GPM Packers: n/a Cementinwe: No Data Typepump: Submersible Pumpbowl: 380 ft Welltests: Pump Yield: 20 GPM with 60 ft drawdown after 1 hour Watertype: trinty Stratadept: 170 ft. Chemicalma: No Undesirabl: No Companynam: Pecks Well Serv. Inc Companyadd: 2650 White Settlement Rd. Ccitystate: Weatherford TX 76087 Licensenum: 4881 Wsignature: Randal Peck Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000123474 5 North TX WELLS TXMON3000106828 112-1 Mile Lower Dateentere: 05-APR-07 Ownname: Devon Energy Ownstreet: PO Box 248 Owncity: Bridgeport Ownstate: TX Ownzip: 76426 County: Parker Wellstreet: White Settlement fid Wellcity: White settlement Wellzip: Not Reported Own: Tannahill Lat dec: 32.776388 Long doe: -97.617499 Elev: 0 Brandmodel: Not Reported Gn: 32127 Gn1: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 1 Um: 0 Uo: 0 Lid: 0 Uin: 0 Ur: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Ut: 0 Pby: 0 Pbn: 0 Datestart: 19-MAR-07 Datecomp: 26-MAR-07 Dial: 14.75 Dialto: 20 Dia2: 11.75 Dia2from: 20 Dia2to: 860 Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 1 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Beg: 1 Begs: Not Reported Bou: 0 Bcoc: 0 Bcot: Not Reported Opt: 530 Gpt: 860 Cemfroml: 0 Cemtol: 20 Nosacksl: 10sx cml Cemfrom2: 180 TC4848347.2s Page A-16 CEOCHE ,�,-- PHYSICAL SETTING SOURCE MAP FINDINGS Cemto2: 340 Nosacks2: 1 00s cmt Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: Trimmie Cementby: VanHoose Ds: 150+ Dpl: 150+ Dsv: Engineer Appvar: Not Reported SCS: 1 Scsv: 0 Sop: 0 Sca: 0 Watlev: 680 Watlovdato: 28-MAR-07 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 800 Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: 80 Welltestdr: 100 Welltesthr: 24 Watqualund: 0 Watqualu 1: 0 Watertype: Fresh Stratdepth: 780 Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Biffle Water Well Service Drllicno: 2741 Compstreet: PO Box 1299 Compcity: Gainesville Compstate: TX Compzip: 76241 Drillernam: David Biffle Traineenam: Not Reported Tn um: 3213 Comments: Loc.Changed by TWDB,9125112 Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000106828 Latitude: 32.776388 Longitude: -97.617499 C6 East TX WELLS TXDOL2000087097 112-1 Mile Lower Fid: 87096 Ree id: 87098 Edr site is 39240 Owner: C.N.MARSH Qwnerwell: No Data Address: 12928 FM 4 <br7Granbury ITX76049 Grid: 32-12-7 Waddress: 12928 FM 4 <br>Granbury TX76049 Lat: 32° 46 07N Wcounty: Johnson Long: 097° 36 32 WElevation: No Data Gpsused: Lowrance 212 Typeofwork: New Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 7-718 in From Surface To 220 ft Dmethod: Air Rotary Bcomplelio: Not Reported Packedfrom: 110 ft to 220 ft Packsize: 114 First Interval: From 0 ft to 20 ft with 6 cement (#sacks and material) Second Interval: From 110 ft to 120 ft with 2 cement (#sacks and material) Third interval: No Data Usedmethod: Conventional Cementedby: Company TC4848347.2s Page A-17 EOGHE K��,.4 PHYSICAL SETTlING SOURCE MAP FINDINGS Contaminal: No Data Propertyli: 50t ft Verrimelho: Measured Variance: No Data Surface: Surface Sleeve Installed Staticleve: 160 ft.below land surface on3/28/2004 Flow: No Data Packers: No Data Cementinwe: No Data Typepump: Submersible Pumpbowl: 180 ft Welltests: Estimated Yield: 35 GPM with 5 ft drawdown after .25 hour Watortype: Fresh Stratadept: 220 ft. Chemicalma: No Undesirabl: No Companynam: Double Diamond Water Well ServOompanyadd: P.O. Box 518 Ccitystate: Granbury ,TX 76048 Licensenum: 2682 Wsignature: James E.Williams Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000087097 C7 East TX WELLS TXMON3000038241 112-1 Mile Lower Dateentere: 16-JUN-04 Ownname: C. N. MARSH Ownstreet: 12928 FM 4 Owncfty: Granbury Ownstate: TX Ownzip: 76049 County: Johnson Wellstreet: 12928 FM 4 Wellcily: Granbury Wellzip: 76049 Own: Not Reported Lat den: 32.76861 Long dec: -97.608888 Elev: 0 Brandmodel: Lowrance 212 Gn: 32127 Gn1: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 28-MAR-04 Datecomp: 28-MAR-04 Dial: 7.875 Dial to: 220 Dia2: Not deported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3lo: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Boo: 0 Bcs: 0 Beg: 1 Begs: 114" Bcu: 0 Bcoc: 0 Root: Not Reported Gpf: 110 Gpt: 220 Cemfroml: 0 Cemtol: 20 Nosacksl: 6 cement Cemfrom2: 110 TC4848347.2s Page A-18 OEODHEOK*- PHYSICAL SETTING SOURCE MAP FINDINGS Cemto2: 120 Nosacks2: 2 cement Cemfrom3: Not Reported Comto3: Not Roported Nosacks3: Not Reported Cementmeth: Conventional Cementby: Company Ds: Not Reported Dpl: 50+ Dsv: Measured Appvar: Not Reported SOS: 0 Scsv: 1 Sop: 0 Sea: 0 Watley: 160 Watlovdate: 28-MAR-04 Artflow: Not Reported Wellplug48: 0 Tpturbino: 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 180 Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 1 Welltestyi: 35 Welltestdr: 5 Welltesihr: .25 Watqualund 0 Watqualu 1: 1 Walertype: Fresh Stratdepth: 220 Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Double Diamond Water Well Service Drllicno: 2682 Compstreet: P.O.Box 518 Compelty: Granbury Compstate: TX Compzip: 76048 Drillemam: James E.Williams Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Roportod Deleted: 0 Insdate: Not Reported Site id: TXMON3000038241 Latitude: 32.76861 Longitude: -97.608888 D8 ESE TX WELLS TXDOL2000121890 112-1 Mile Lower Fid: 121889 Rec id: 121972 Edr site is 177638 Owner: P.K.Thomas Ownerwell: 2 Address: 233 Farmer Rd. <br>Weatherford TX76087 Grid: 32-12-7 Waddress: 233 Farmer Rd. <br>Weatherford ,TX76087 Lat: 32° 46 OON Wcounty: Parker Long : 097° 36 21 WElevation: 990 ft. Gpsused: Garmin Etrex Typeofwork: New Well Propuse: Stock Sdate: Not Reported Completedd: Not Reported Diameter: 7 718 in From Surface To 388 ft Dmelhod: Air Rotary Bcompletio: Not Reported Packed€rom: 260 ft to 388 ft Packsize: .1251.25 First Interval: From 0 ft to 20 ft with 4 Cement (#sacks and material) Second Interval: From 250 ft to 260 ft with 3 Bentonite H.P (#sacks and material) Third Interval: No Data Usedmethod: Poured Cementedby: Lone Star Drilling Co. TC4848347.2s Page A-19 E CFIF0K - PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: 150 ft Propertyli: 55 ft Verrimetho: Customer Info. Variance: No Data Surface: Surface Sleeve Installed Staticleve: 260 ft.below land surface on4/28/2009 Flow: No Data Packers: No Data Cementinwe: No Data Typepump: Submersible Pumpbowl: 300 ft Welltests: Pump Yield: 14 GPM with 15 ft drawdown after 2 hours Watertype: Potable Stratadept: No Data Chemicalma: No UndosirabL No Campanynam: Lone Star Drilling Company Companyadd: 3311 North Commerce St. Ccityslate: Fort Worth TX 76106 Licensenum: 2326 Wsignature: Scott Thurman Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000121890 D9 ESE TX WELLS TXPLU3000054047 112-1 Mile Lower Plugtrackn: 55008 Dateentere: 08-MAY-09 Ownname: P.K.Thomas Ownstreet: 233 Farmer Rd. Owncity: Weatherford Ownsfate: TX Ownzip: 76087 Wellstreet: 233 Farmer Rd. Wellcity: Weatherford Wellzip: 76087 County: Parker Latitude: 324600 Lat dec: 32.766666 Longitude: 973621 Long dec: -97.605833 Brmod: Garmin Etrox Gn: 32127 Gn1: 32 Gn75: 12 Gn25: 7 Ownwellno: 1 Typewater: 1 Typemon: 0 Typeinj: 0 Typedw: 0 Histdrille: Scott Thurman Histdrllic: 2326 Histdatedr: 23-APR-09 Histtracki: Not Reported Histdiamin: 7.875 Histdepth: 19 Plugdate: 24-APR-09 Plugmethco: Well borehole started caving in while drilling the last 40 feet.We were able to remove our drill pipe before the borehole coi Plugopname: Scott Thurman Plugaplic: 2326 Plugmethi: 0 Plugmeth2: 0 Plugmeth2: 1 Plugmeth4: 0 Plugmethot: 0 Plugvar: Not Reported Cdiami: Not Reported Cfromi: 0 Ctoi: Not Reported Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfroml: 19 Cbto1: 2 Cbsacksi: 3 Bentonite H.P. Cbfrom2: 2 Cbto2: 0 Cbsacks2: 1 Cement Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: Lone Star Drilling Company Compstreet: 3311 North Commerce St. TC4848347.2s Page A-20 GEOCHECKC?I- PHYSICAL SETTING SOURCE MAP FINDINGS Compcity: Fort Worth Compstate: TX Compzip: 76106 Nameassig: Scott Thurman Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000054047 D10 ESE TX WELLS TXMON3000175146 112-1 Mite Lower Dateentere: 08-MAY-09 Ownname: P.K.Thomas Ownstreet: 233 Farmer Rd. Owncity: Weatherford Ownstate: TX Ownzip: 76087 County: Parker Wellstreet: 233 Farmer Rd. Wellcity: Weatherford Wellzip: 76087 Own: 2 Lat dec: 32.766666 Long dec: -97.605833 Flev: 990 Brandmodel: Garmin Etrex On: 32127 Gni: 32 Gn75: 12 Gn25: 7 Twn: i Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Ug: 0 Up: 0 Udw: 0 Ut: 0 Us: 1 Uf: 0 Pby: 0 Pbn: 0 Datestart: 28-APR-09 Datecomp: 28-APR-09 Dial: 7.875 Dia l to: 388 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Diia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudratar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjotted: 0 Dmhollowst: 0 Dm revei rc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: 1 Bcgs: .1251.25 Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: 260 Gpt: 388 Cemfromi: 0 Cemtol: 20 Nosacksi: 4 Cement Cemfrom2: 250 Cemto2: 260 Nosacks2: 3 Bentonite H.P Cemfromi: Not Reported Cemto3: Not Reported Nosacksi: Not Reported Comentmeth: Poured Cementby: Lone Star Drilling Co. Ds: 150 Dpl: 55 Dsv: Customer Info. Appvar: Not Reported Scs: 0 Scsv: 1 Sep: ❑ Sca: 0 Watlev: 260 Watlevdate: 28-APR-09 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TC4848347.2s Page A-21 EOCHECKL11- PHYSICAL SETTING SOURCE MAP FINDING Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 300 Wtpump: 1 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: 14 Welltestdr: 15 Welltesthr: 2 Watqualund: 0 Watqualu 1: 1 Watertype: Potable Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Lone Star Drilling Company Drllicno: 2326 Compstreet: 3311 North Commerce St. Compcity: Fort Worth Compstate: TX Compzip: 76106 Drillernam: Scott Thurman Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Contidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000175146 Latitude: 32.766666 Longitude: -97.605833 Ell East TX WELLS TXDOL2000123992 112-1 Mile Lower Fid: 123991 Rec id: 123986 Edr site is 85309 Owner: J&F HOMES Ownerwell: No Data Address: P.O.BOX 1417 <br>ALEDO TX76008 Grid: 32-12-7 Waddress: 5957 STACY LN <br>ALEDO TX76008 Lat: 32° 46 09N Wcounty: Parker Long: 097&dog; 36 19 WElevation: No Data Gpsused: GARMIN ETREX Typeofwork: New Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 77/3 in From Surface To 350 ft Dmethod: Air Hammer Bcompletio: Not Reported Packedfrom: 350 ft to 230 ft Packsize: 16 First Interval: From 230 ft to 205 ft with 5 HOLE PLUG (#sacks and material) Second Interval: From 20 ft to 10 ft with 3 HOLE PLUG (#sacks and material) Third Interval: From 10 ft to 0 ft with 3 CEMENT (#sacks and material) Usedmethod: POURED Cementedby: WATTS DRILLING TC4848347.2s Page A-22 CEOCHE I ,,,._ PHYSICAL SETTING SOURCE FVIAP FINDING Contaminat: NIA ft Propertyli: 52 ft Verrimetho: BUILDING FOREMAN Variance: No Data Surface: Surface Sleeve Installed Staticleve: 192 ft.below land surface on1/512006 Flow: No Data Packers: RUBBER SHALE BASKET 20 Cementinwe: No Data Typepump: Submersible Pumpbowl: 300 ft Welltests: Jetted\ Estimated Yield: 30 GPM with 0 ft drawdown after 1 hour Watertype: NIA Stratadept: NIA ft. Chemicalma: No Undesirabl: No Companynam: WATTS DRILLING CO Companyadd: 14310 HWY 377 S Ccitystate: FORT WORTH TX 76526 Licensenum: 4813 Wsignature: TOBY WATTS Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000123992 E12 East TX WELLS TXMON3000084010 112-I Mlle Lower Dateentere: 19-JUN-06 Ownname: J&F HOMES Ownstreet: P.O.BOX 1417 Owncity: ALEDO Ownstate: TX Own2ip: 76008 County: Parker Wellstreet: 5957 STACY LN Wellcity: ALEDO Wellzip: 76008 Own: Not Reported Lat dec: 32.769166 Long dec: -97.605277 Elev: 0 Brandmodel: GARMIN ETREX Gn: 32127 Gni: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 05-JUN-06 Datecomp: 05-JUN-06 Dial: 7.875 Diaito: 350 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Diaito: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 1 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmreveiro: 0 Dmotherck: 0 Dmother: Not Reported Boo: 0 ens: 0 Bcg: 1 Bcgs: 16 Bcu: 0 Bcac: 0 Boot: Not Reported Gpf: 350 Gpt: 230 Ce mfrom l: 230 Cemtol: 205 Nosacksl: 5 HOLE PLUG Cemfrom2: 20 T04848347.2s Page A-23 EO HE 0.1- PHYSICAL SETTING SOURCE MAP FINDINGS Cemto2: 10 Nosacks2: 3 HOLE PLUG Cemfrom3: 10 Cemto3: 0 Nosacks3: 3 CEMENT Cementmeth: POURFO Cementby: WATTS DRILLING Ds: NIA Dpl: 52 Dsv: BUILDING FOREMAN Appvar: Not Reported Scs: 0 Scsv: 1 Sop: 0 Sca: 0 Watlev: 192 Watlevdate: 05-JAN-06 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmorsi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 300 Wtpump: 0 Wtbailer: 0 Wtjetted: 1 Wtestimate: 1 Welltestyi: 30 Wel ltestdr: 0 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: NIA Stratdepth: NIA Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: WATTS DRILLING CO Drlliono: 4813 Compstreet: 14310 HWY 377 S Campcity: FORT WORTH Compstato: TX Compzip: 76126 Drillernam: TOBY WATTS Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 lnsdate: Not Reported Site id: TXMON3000084010 Latitude: 32.769166 Longitude: -97.605277 13 ENE TX WELLS TXMON3000259008 112-1 Mile Lower Dateentere: 16-AUG-11 Ownname: Enervest Operation Ownsireet: 1439 Farmer Road Owncity: Weatherford Ownstate: TX Ownzip: 76087 County: Parker Wellstreet: Off of FM 3325 Wellcity: Not Reported Wetlzip: Not Reported Own: Not Reported Lat dec: 32.771666 Long der: -97.605277 Elev: 0 Brandmodel: Not Reported G n: 32127 Gnl: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 1 Um: 0 Ue: 0 Ud: 0 Uin: 0 Cllr: 0 Ug: 0 Uij: 0 Up: 0 TC4848347.2s Page A-24 O HECK9- PHYSICAL SETTING SOURCE MAP FINDINGS Udw: 0 Ut: 0 Us: 0 Ui: 0 Pby: 0 Pbn: 0 Datestart: 27-JUN-11 Datecomp: 29-JUN-11 Dial: 15 Dialto: 7 Dia2: 11 Dia2from: 7 Dia2to: 750 Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevciro: 0 Dmotherck: 0 Dmother: Not Reported Boo: 0 Bcs: 0 Bog: 1 Bogs: 12120 BCU: 0 Bcoc: 0 Boot: Not Reported Gpf: 480 Gpt: 750 Comfroml: 0 Cemtol: 460 Nosacksl: 150 Port.Cemt Comfrom2: 460 Cemio2: 480 Nosacksl: 2 Benseal Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeih: Pumped Cementby: Josh Aardal Ds: 50+ Dpl: 60 Dsv: Customer Verified Appvar: Not Reported Scs' 0 Scsv: 1 Sop: 0 Sca: 0 Watlev: 570 Watlevdate: 29-JUN-11 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 730 Wtpump: 1 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: 79 Welltestdr: 53 Welltesthr: 24 Watqualund: 0 Watqualu 1: 1 Watertype: Trinity Stratdepth: 460-744 Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Associated Services Drllicno: 55033 Compstreet: P.O. Box 16 Compcity: Stephenville Compstate: TX Compzip: 76401 Drillernam: Josh Aardal Traineenam: Not Reported Tnum: Not Reported Comments: Adfs Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000259008 Latitude: 32.771666 Longitude: -97.605277 T04848347.2s Page A-25 GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F14 WNW TX WELLS TXMON3000070327 112-1 Mile Higher Dateentere: 30-NOV-05 Ownname: BEGGS RANCH Ownstreet: 544 FORT WORTH CLUB BUILDING Owncity: FORT WORTH Ownstate: TX Ownzip: 76102 County: Parker Wellstreet: 100 BEGGS RANCH RD Wellcity: ALEDO Wellzip: 76008 Own: PALUXY WELL#3 Lat dec: 32.771388 Long dec: -97.631943 Eiev: 0 Brandmodel: GARMIN ETREX Gn: 32119 Gni; 32 Gn75: 11 Gn25: 9 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 1 Uf: 0 Pby: 0 Pion: 0 Datestart: 27-NOV-05 Datecomp: 27-NOV-05 Dial: 10.625 Dial to: 400 Dial: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3frorn: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 1 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrovcirc: 0 Dmotherck: 0 Dmolher: Not Reported Boo: 0 BCS: 0 Beg: 1 Bogs: 16 Bou: 0 Bcoo: 0 Root: Not Reported Gpf: 400 Gpt: 270 Cemfroml: 270 Cemto1 2.45 Nosacksi: 10 HOLE PLUG Cemfrom2: 20 Cemto2: 10 Nosacks2: 4 HOLE PLUG Cemfrom3: 10 Cemto3: 0 Nosacks3: 4 CEMENT Comentmeth: POURED Cementby: WATTS DRILLING CO Ds: NIA Dpl: 150+ Dsv: LAND OWNER Appvar: Not Reported SCS: 0 SCSV: 1 Sop: o Sea: 0 Watlev: 275 Watlevdate: 27-NOV-05 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TC4848347.2s Page A-26 EO H KI?I- PHYSICAL SETTING SOURCE MAP FINDINGS Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 380 Wtpump: 0 Wtbailer: 0 Wtjetted: 1 Wtestimate: t Welltestyi: 70 Welltestdr: 0 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: NIA Stratdepth: NIA Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: WATTS DRILLING CQ Drllicno: 4813 Compstreet: 14310 HWY 377 S Compcity: FT.WORTH Compstate: TX Compzip: 76126 Drillornam: TOBY WATTS Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000070327 Latitude: 32.771388 Longitude: -97.631943 F15 WNW TX WELLS TXDOL2000124338 112-11 Mile Higher Fid: 124337 Rec id: 124336 Edr site is 71464 Owner: BEGGS RANCH Ownerwell: PALUXY WELL 43 Address: 544 FORT WORTH CLUB BUILDING <br>FORT WORTH ITX76102 Grid: 32-11-9 Waddress: 100 BEGGS RANCH RD <br>ALEDO JX76008 Lat: 32° 46 17N Wcounty: Parker Long: 097° 37 55 WElevation: No Data Gpsused: GARMIN FTRFX Typeofwork: New Well Propuse: Stock Sdate: Not Reported Completedd: Not Reported Diameter: 105/8 in From Surface To 400 ft Dmothod: Air Hammer Bcompletio: Not Reported Packedfrom: 400 ft to 270 tl Packsize: 16 First Interval: From 270 ft to 245 ft with 10 HOLE PLUG (#sacks and material) Second Interval: From 20 ft to 10 ft with 4 HOLE PLUG (#sacks and material) Third lnterval• From 10 ft to 0 ft with 4 CEMENT (#sacks and material) Usedmethod: POURED Cementedby: WATTS DRILLING CO TC4848347.2s Page A-27 GE HE K(Iv- PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: NIA ft Propertyli: 150+ ft Verrimetho: LAND OWNER Variance: No Data Surface: Surface Sleeve Installed Staticlevo: 275 ft.below land surface on11/27/2005 Flow: No Data Packers: RUBBER SHALE BASKET 20 Cementinwe: No Data Typepump: Submersible Pumpbowl: 380 ft Welltests: Jetted\ Estimated Yield: 70 GPM with 0 ft drawdown after 1 hour Watertype: NIA Stratadept: N/A ft. Chemicalma: No Undesirabl: No Companynam: WATTS DRILLING CO Companyadd: 14310 HWY 377 5 Ccitystate: FT.WORTH TX 76126 Licensenum: 4813 Wsignature: TOBY WATTS Dsignature: No Data Regnum: No Data Comments : No Data Site id: TXDOL2000124338 Gift NNE TX WELLS TXMON3000096203 1/2-1 Mile Lower Dateentere: 13-NOV-06 Ownname: LEE,DAN AND ELLEN Ownstreet: 4505 GREENBROOK PLACE#29 Owncity: FORT WORTH Ownstate: TX Ownzip: 76116 County: Parker Wellstreet: 136 JOHN CHISOLM RD Wellcity: WEATHERFORD Wellzip: 76087 Own: Not Reported Lat dec: 32.780832 Long dec., -97.615555 Elev: 0 Brandmodel: GARMIN ETREX Gn: 32127 Gni: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Uo: 0 Ud: 1 Uin: 0 Ulr: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 25-OCT-06 Dalecomp: 25-OCT-06 Dial: 7.875 Diaito: 370 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Diaito: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrolar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Drnrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Boo: 0 Bcs: 0 Bog: 1 Bogs: 16 Bou: 0 Bcoc: 0 Boot: Not Reported Gpf: 370 Gpt: 240 Cemfroml: 0 Cemtol: 10 Nosacksl: 2 CEMENT Cemfrom2: 10 TC4848347.2s Page A-28 E HECK,}'- PHYSICAL SETTING SOURCE MAP FINDINGS Cemlo2: 20 Nosacks2: 2 HOLE PLUG Cemfrom3: 215 Cemto3: 240 Nosacks3: 5 HOLE PLUG Cementmeth: POURED Cementby: WATTS DRILLING CO Ds: NIA Dpl: 120 Dsv: PROPERTY OWNER Appvar: Not Reported SCS: 0 Scsv: 1 Sop: 0 Sea: 0 Watlev: 250 Watlevdate: 25-OCT-06 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 340 Wtpump: 0 Wtbailer: 0 Wtjetted: 1 Wtestimate: 1 Wel Itestyi: 35 Welltestdr: 0 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: NIA Stratdepth: NIA Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: WATTS DRILLING CO Drllicno: 4813 Compstreet: 14310 HWY 377 S Compcity: FT.WORTH Compstale: TX Compzip: 76126 Drillernam: TOBY WATTS Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000096203 Latitude: 32.780832 Longitude: -97.615555 G17 NNE TX WELLS TXDOL2000123629 112-1 Mile Lower Fid: 123628 Rec id: 123623 Edr site is 97632 Owner: LEE, DAN AND ELLEN Ownerwell: No Data Address: 4505 GREENBROOK PLACE#29 <br>FORT WORTH ,TX76116 Grid: 32-12-7 Waddress: 136 JOHN CHISOLM RD <br>WEATHERFORD ITX76087 Lat: 32° 46 51N Wcounty: Parker Long: 097° 36 56 WElevation: No Data Gpsused: GARMIN ETREX Typeofwork: New Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 7 718 in From Surface To 370 ft Dmethod: Air Rotary Bcompielio: Not Reported Packedfrom: 370 ft to 240 ft Packsize: 16 First Interval: From D ft to 10 ft with 2 CEMENT (#sacks and material) Second Interval: From 10 ft to 20 ft with 2 HOLE PLUG (#sacks and material) Third Interval: From 215 ft to 240 ft with 5 HOLF PLUG (#sacks and material) G Usedmethod: POURED Cementedby: "48�8Dp34�IN PagO A-29 EO FIE KC ,:- PHYSICAL SETTING SOURCE MAP FlINDINGS Contaminat: N/A ft Propertyli: 120 ft Verrimetho: PROPERTY OWNER Variance: No Data Surface: Surface Sleeve Installed Staticleve: 250 ft.below land surface onl0125/2006 Flow: No Data Packers: RUBBER SHALE BASKET 20 Cementinwe: No Data Typepump: Submersible Pumpbowl: 340 ft Welltests: Jetted\ Estimated Yield: 35 GPM with 0 ft drawdown after 1 hour Watertype: N/A Stratadept: N/A ft. Chemicalma: No Undesirabl: No Companynam: WATTS DRILLING CO Companyadd: 14310 HWY 377 S Ccitystate: FT.WORTH ,TX 76126 Licensenum: 4813 Wsignature: TOBY WATTS Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000123629 H18 NNE TX WELLS TXMON3000105306 1/2-1 Mile Lower Dateentere: 19-MAR-07 Ownname: GLOVER,ANDY Ownstreet: 855 SYLVIN CREEK Owncity: WEATHERFORD Ownstate: TX Ownzip: 76087 County: Parker Wellstreet: —JOHN CHISHOLM RD Wellcity: WEATHERFORD Wellzip: 76087 Own: Not Reported Lat dec: 32.780554 Long dec: -97.613333 Elev: 0 Brandmodel: GARMIN ETREX Gn: 32127 Gni: 32 Gn75: 12 Gn25: 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Ui: 0 Pby: 0 Pbn: 0 Datestart: 05-MAR-07 Datecomp: 05-MAR-07 Dial: 7.875 Dial to: 380 Dial: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 1 Dmcabletoo: 0 Dmjotted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: 1 Bcgs: 16 Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: 380 Gpt: 260 Cemfroml: 0 Cemtol: 10 Nosacksi: 2 CEMENT Cemfrom2: 10 TC4848347.2s Page A-30 I EO HEC - PHYSICAL SETTING SOURCE MAR FINDINGS Cemto2: 20 Nosacks2: 3 HOLE PLUG Cemfrom3: 235 Cem103: 260 Nosacks3: 2 HOLE PLUG Cementmeth: POURED Cementby: WATTS DRILLING CO Ds: NIA Dpl: 70 Dsv: PROPERTY OWNER Appvar: Not Reported Scs: 0 Sesv: 1 Sep: 0 Sea: 0 Watlev: 250 Watlevdate: 05-MAR-07 Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 300 Wtpump: 0 Wtbailer: 0 Wtjetted: 1 Wtestimate: 1 Wel ltestyi: 45 Welltestdr: 0 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: NIA Stratdepth: NIA Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: WATTS DRILLING CO Drllicno: 4813 Compstreet: 14310 HWY 377 S Compcity: FORT WORTH Compstate: TX Compzip: 76126 Drillernam: TOBY WATTS Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000105306 Latitude: 32.780554 Longitude: -97.613333 H19 NNE TX WELLS TXDOL2000123389 112-1 Mile Lower Fid: 123388 Ree id: 123390 Edr site is 106818 Owner: GLOVER,ANDY Ownerwell: No Data Address: 855 SYLVIN CREEK <br>WEATHERFORD ITX76087 Grid: 32-12-7 Waddress: —JOHN CHISHOLM RD <br>WEATHERFORD TX76087 Lat: 32&dog; 46 50N Wcounty: Parker Long : 097° 36 48 WElevation: No Data Gpsused: GARMIN ETREX Typeofwork: New Well Propuse: Domestic Sdate: Not Reported Completedd: Not Reported Diameter: 7718 in From Surface To 380 ft Dmethod: Air Hammer Bcompletio: Not Reported Packedfrom: 380 ft to 260 ft Packsize: 16 First Interval: From 0 ft to 10 ft with 2 CEMENT (#sacks and material) Second Interval: From 10 ft to 20 ft with 3 HOLE PLUG (#sacks and material) Third Interval: From 235 ft to 260 ft with 2 HOLE PLUG (#sacks and material) C Usedmethod: POURED Cementedby: I WY8347 2 1N f]agoe A-31 OEO HE K = PHYSICAL SETTING SOURCE MAP FINDING Contaminal: NIA ft Propertyli: 70 ft Verrimetho: PROPERTY OWNER Variance: No Data Surface: Surface Sleeve Installed Staticleve: 250 ft.below land surface on3/5/2007 Flow: No Data Packers: RUBBER SHALL=BASKET 20 Cementinwe: No Data Typepump: Submersible Pumpbowl: 300 ft Welltests: Jetted\ Estimated Yield: 45 GPM with 0 ft drawdown after 1 hour Watertype: NIA Stratadept: NIA ft. Chemicalma: No Undesirabl: No Companynam: WATTS DRILLING CO Companyadd: 14310 HWY 377 S Ccitystate_ FORT WORTH TX 76126 Licensenum: 4813 Wsignaturw TOBY WATTS Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000123389 G20 North TX WELLS TXMON3000209554 112-1 Mile Lower Dateentere: 07-APR-10 Ownname: POWERS,JOHN Ownstreet: 135 JOHN CHISHOLM Owncity: WEATHERFORD Ownstate: TX Ownzip: 76087 County: Parker Wellstreet: 135 JOHN CHISHOLM Wellcity: WEATHERFORD Welizip: 76087 Own: Not Reported Lat deo: 32.781943 Long dec: -97.615555 Elov: 0 Brandmodel: GARMIN ETREX G n: 32127 Gnl: 32 Gn75: 12 Gn25. 7 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Uo: 0 Lid: 1 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 23-FEB-10 Datecomp: 23-FEB-10 Dial: 7.875 Dialto: 420 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjelted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Boo: 0 Bcs: 0 Beg: 1 Bcgs: 16 Bou: 0 Bcoc: 0 Boot: Not Reported Gpf: 270 Opt: 420 Cemfroml: 0 Cemto1 10 Nosacksl: 3 CEMENT Cemfrom2: 10 TC4848347.2s Page A-32 I ED HE KO- PHYSICAL SETTING SOURCE MAP FINDING Cemto2: 20 Nosacks2: 3 HOLE PLUG Cemtrom3: 245 Cemto3: 270 Nosacks3: 5 HOLE PLUG Cementmeth: POURED Cementby: WATTS DRILLING CO Ds: NIA Dpl: 60 Dsv: PROPERTY OWNER Appvar: Not Reported Scs: 0 Sesv: 1 Sep: 0 Sea: 0 Watlev: 285 Watlevdate: 23-FEB-10 Artflow: Not Reported Wellplug48: 0 Tpturbinw 0 Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 340 Wtpump: 0 Wtbailer: 0 Wtjetted: 1 Wtestimate: 1 Welltestyi: 40 Wolltestdr: 0 Welltesthr: 1 Watqualund: 0 Watqualu 1: 1 Watertype: NIA Stratdepth: NIA Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: WATTS DRILLING CO Drllicno: 4813 Compstreet: 14310 HWY 377 S Compcity: FORT WORTH Compstate: TX Compzip: 76126 Drillernam: TOBY WATTS Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterreev: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000209554 Latitude: 32.781943 Longitude: -97.615555 21 SW TX WELLS TXWDB5000046593 112-1 Mite Higher Fid: 46592 State well: 3211909 County nam: Parker Basin name: Trinity River Gma: 8 Rwpa: C Previous w: F-7 Lat dee: 32.757777 Long dec: -97.627499 Coordsourc: +/-5 Seconds Owner 1: George Beggs Owner 2: Not Reported Driller 1: Ft.Worth Drlg.Co. Driller 2: Not Reported Aquifer co: 218PLXY Aquifer id: Trinity Elev of Is: 1060 Elev meth: Interpolated From Topo Map Date drill: 00001945 Welltype: Withdrawal of Water Well depth: 365 Depthsourc: Driller's Log Welluse: Stock Site id: TXWDB5000046593 T04848347.2s Page A-33 CEO HE M 'b= PHYSICAL SETTING SOURCE MAP FINDINGS Casing Info: Group number: t C s o indicator: C Diameter csg sen: 4 Top depth: 0 Bottom depth: 365 Remarks: Group number: 1 Remarks 1: B-5103 Site No. F-7. Remarks 2: Not Reported TC4848347.2s Page A-34 EO HE I{ _ PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance ---- --�ataf�aso--- ---1rf�RJD_Numhor Al East OIL—GAS TXOG60000843288 118-1/4 Mile Surface id: 1181614.00000 Well Type: Horizontal Drainhole Api: 36734796 Reliab: 40 Longn: -97.61557 Latn: 32.76853 Site id: TXOG60000843288 Bottom id: 1181614 Surface id: 1181614 Well Type: Plugged Gas Well Apinum: 42367347961-11 Out Pips: N Reliab: 40 Cwellnum: 401H Radioact: Not Reported Longn: -97.6159372 Latn: 32.7774757 A2 East OIL—GAS TXOG60000843282 118-114 Mile Surface id: 1181634.00000 Well Type: Horizontal Drainhole Api: 36734797 Reliab: 40 Longn: -97.61452 Latn: 32.76909 Site id: TXOG60000843282 Bottom id: 1181634 Surface id: 1181634 Well Type: Gas Well Apinum: 4236734797H1 Out Pips: N Heliab: 40 Cwellnum: 402H Radioact: Not Reported Longn: -97.6171116 Latn: 32.7778731 3 WSW OIL—GAS TXOG60000843317 118-114 Mile Surface id: 646283.00000 Well Type: Plugged Gas Well Api: 36730435 Reliab: 15 Longn: -97.62196 Latn: 32.76712 Site id: TXOG60000843317 Bottom id: 646283 Surface id: 646283 Well Typo: Plugged Gas Well Apinum: 4236730435 Out fips: N Reliab: 15 Cwellnum: 1 Radioact: Not Reported Longn: -97.6219589 Latn: 32.7671241 B4 WNW OIL GAS TXOG60000843243 112-1 Mile TC4848347.2s Page A-35 GEO HECK-;,- PHYSICAL SETTING SOURCE MAP FINDINGS t- - - Surface id: 1170479.00000 Well Type: Horizontal Drainhole Api: 36734645 Reliab: 55 Longn: -97.62793 Latn: 32.77076 Site id: TXOG60000843243 Bottom id: 1170479 Surface id: 1170479 Well Type: Gas Well Apinum: 4236734645H1 Out Pips: N Reliab: 40 Cwellnum: 203H Radioact: Not Reported Longn: -97.6226399 Latn: 32.7658451 135 WNW OIL—GAS TXOG60000843240 112-1 Mile Surface id: 1127518.00000 Well Type: Horizontal Drainhole Api: 36733788 Reliab: 55 Longn: -97.62830 Latn: 32.77085 Site id: TXOG60000843240 Bottom id: 1127518 Surface id: 1127518 Well Type: Gas Well Apinum: 4236733788H1 Out tips: N Reliab: 55 Cwellnum: 202H Radioact: Not Reported Longn: -97.6356946 Latn: 32.7798344 e6 WNW OIL—GAS TXOG60000843241 112-1 Mile Surface id: 1127514.00000 Well Type: Horizontal Drainhole Api: 36733787 Reliab: 55 Longn: -97.62838 Latn: 32.77082 Site id: TXOG60000843241 Bottom id: 1127514 Surface id: 1127514 Well Type: Gas Well Apinum: 4236733787H1 Out fips: N Reliab: 55 Cwellnum: 201H Hadioact: Not Reported Longn: -97.6322878 Latn: 32.7783266 7 SSW OIL GAS TXOG60000843400 112-1 Mile i TC4848347.26 Page A-36 i E HECK((,- PHYSICAL SETTING SOURCE MAP FINDINGS Surface id: 646290.00000 Well Type: Dry Hale Api: 36730786 Reliab: 15 Longn: -97.62225 Latn: 32.75889 Site id: TXOG60000842400 Bottom id: 646290 Surface id: 646290 Well Type: Dry Hole Apinum: 4236730786 Out Pips: N Reliab: 15 Cwollnum: 2 Radioact: Not Reported Longn: -97.6222524 Latn: 32.7588935 8 West OIL GAS TXOG60000843289 V2-1 Mite Surface id: 646430.00000 Well Type: Dry Hale Api: 36731157 Reliab: 15 Longn: -97.63152 Latn: 32.76863 Site id: TXOG60000843289 Bottom id: 646430 Surface id: 646430 Well Type: Dry Hole Apinum: 4236731157 Out fips: N Reliab: 15 Cwellnum: 3 Radioact: Not Reported Longn: -97.6315229 Latn: 32.7686289 C9 West OIL—GAS TXOG60000843249 112-1 Mile Surface id: 1133904.00000 Well Type: Horizontal Drainhole Api: 36733898 Reliab: 55 Longn: -97.63375 Latn: 32.77058 Site id: TXOG60000843249 Bottom id: 1133904 Surface id: 1133904 Well Type: Gas Well Apinum: 4236733898H1 Out fips: N Reliab: 40 Cwellnum: 101 H Radioact: Not Reported Longn: -97.6386109 Latn: 32.7798756 D10 East OIL—GAS TXOG60000843297 112-1 Mlle T04848347.2s Page A-37 GEOC ECK-° - PHYSICAL SETTING SOURCE MAP FINDINGS I Surface id: 1190281.00000 Well Type: Horizontal Drainhole Api: 36734913 Roliab: 40 Longn: -97.60233 Latn: 32.76790 Site id: TXOG60000843297 Bottom id: 4190281 Surtace id: 1190281 Well Type: Gas Well Apinum: 4236734913H1 Out tips: N Reliab: 40 Cwellnum: 3H Radioact: Not Reported Longn: -97.6095666 Latn: 32.7685321 D11 East OIL GAS TXOG60000843298 112-1 Mile Surface id: 1190265.00000 Well Type: Horizontal Drainhole Api: 36734912 Reliab: 40 Longn: -97.60233 Latn: 32.76786 Site id: TXOG60000843298 Bottom id: 1190265 Surface id: 1190265 Well Type: Permitted Location Apinum: 4236734912H1 Out fips: N Reliab: 40 Cwellnum: 1H Radioact: Not Reported Longn: -97.6095356 Latn: 32.7657017 C12 West OIL GAS TXOG60000843260 112-1 Mile Surface id: 1133905.00000 Well Type: Horizontal Drainhole Api: 36733899 Roliab: 55 Longn: -97-63382 Latn: 32.77058 Site id: TXOG60000843250 Bottom id: 1133905 Surface id: 1133905 Well Type: Gas Well Apinum: 42367338991-11 Out tips: N Reliab: 40 Cwellnum: 102H Radioact: Not Reported Longn: -97.6430845 Latn: 32.7758449 C13 West OIL GAS TXOG60000843251 112-1 Mile i TC4848347.2s Page A-38 I t GEOCHE K4- PHYSICAL SETTING SOURCE LDAP FINDINGS Surface id: 1292157.00000 Well Type: Horizontal Drainhole Api: 36735417 Reliab: 55 Longn: -97.63402 Latn: 32.77058 Site id: TXOG60000843251 Bottom id: 1292157 Surface id: 1292157 Well Type: Permitted Location Apinum: 4236735417H1 Out fips: N Heliab: 40 Cwellnum: 806H Radioact: Not Reported Longn: -97.621188 Latn: 32.7613273 C14 West OIL GAS TXOG60000843252 112-1 Mile Surface id: 1292158.00000 Well Type: Horizontal Drainhole Api: 36735418 Reliab: 55 Longn: -97.63405 Latn: 32.77057 Site id: TXOG60000843252 Bottom id: 1292158 Surface id: 1292158 Well Type: Gas Well Apinum: 4236735418H1 Out fips: N Reliab: 40 Cwellnum: 807H Hadioact: Not Reported Longn: -97.62292 Latn: 32.761404 C15 West OIL GAS TXOG60000843245 112-1 Mile Surface id: 1152136.00000 Well Type: Horizontal Drainhole Api: 36734323 Reliab: 55 Longn: -97.63419 Lain: 32.77071 Site id: TXOG60000843245 Bottom id: 1152136 Surface id: 1152136 Well Type: Gas Well Apinum: 4236734323H1 Out fips: N Reliab: 40 Cwellnum: 103H Radioact: Not Reported Longn: -97.6437044 Latn: 32.771962 TC4848347.2s Page A-39 EO HE K�-- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database:TX Radon Radon Test Results County Mean Total Sites %>4 pCi/L %>20 pCi/L Min pCi/L Max pCi/L PARKER <.5 8 .0 .0 <.5 1.3 Federal EPA Radon Zone for PARKER County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level>=2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L. Federal Area Radon information for PARKER COUNTY,TX Number of sites tested:6 Area Average Activity %<4 pCi1L %4-20 pCi/L %X20 pCi/L Living Area- t st Floor 0.333 pCi/L 100% 0% 0% Living Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC4848347.2s Page A-40 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model(DEM) Source:United States Geologic Survey EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source:U.S.Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and 03 data from FEMA in areas not covered by NFHL. Source:FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 HYDROGE.OLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flaw direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source:P.G.Schruben, R.E.Arndt and W.J.Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M.Relkman Map,USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) The U.S. Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing sail survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed(SSURGO) sail survey maps. SSURGO:Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service,mapping scales generally range from 1:12,00010 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC4848347.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL/REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells,rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. STATE RECORDS Public Water Supply Sources Databases Source: Texas Commission on Environmental Quality Telephone: 512-239-6199 Locations of public drinking water sources maintained by the TCEQ Groundwater Database Source: Texas Water Development Board Telephone: 512-936-0837 Well Report Database Source: Department of Licensing and Regulation Telephone: 512-936-0833 Water Well Database Source: Harris-Galveston Coastal Subsidence District Telephone: 281-486-1105 Submitted Driller's Reports Database Source: Texas Water Development Board Telephone: 512-936-0833 The Submitted Driller's Reports Database is populated from the online Texas Well Report Submission and Retrieval System which is a cooperative Texas Department of Licensing and Regulation(TDLR)and Texas Water Development Board(TWDB)application that registered water-well drillers use to submit their required reports. Brackish Resources Aquifer Characterization System Database Source: Texas Water Development Board TWDB's Brackish Resources Aquifer Characterization System(BRACS)designed to map and characterize the brackish aquifers of Texas in greater detail than previous studies.The information is contained in the BRACS Database and project data are summarized in a project report with companion geographic information system data files. OTHER STATE DATABASE INFORMATION Texas Oil and Gas Wells: Source: Texas Railroad Commission Telephone: 512-463-6882 Oil and gas well locations TC4848347.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED RADON State Database:TX Radon Source: Department of Health Telephone:512-834-6688 Rinal Report of the Texas Indoor Radon Survey Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S.Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration,800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce,National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines,prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America,Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4848347.2s Page PSGR-3 LOCAL RECORDS AND RECORDS OF COMMUNICATION I APPENDIX E i i W&M Environonental Group,LLC(W&MProject No.823.03.2) � 7 5 Phase I Environmental Site Assessment ESA - Owner Occupant Record Interviewee &Number: Project Name/Number: FM 3325, Fort Worth, TX/823,032 Date: February 13, 2017 Individual Completing Form.: Chuck Stark, PE Property Address: No current address for proposed tank site Please identify the KEY SITE MANAGER who has good knowledge about the uses and physical characteristics of the property: Ed Farmer Beggs Are there any litigation, administrative proceedings, or governmental actions relevant to hazardous substances or petroleum products in, on or from the property? Are there Environmental liens, activity use limitations, or environmental restrictive covenants related to the property? None Who owns the Property and when was it purchased? George Beggs III Trust What is the Property used for? Cattle Ranch What has the Property been used for in the past? Has been used for ranching 100 years +. Are there any structures on the Property? No Have there ever been? No Please describe: Have chemicals or petroleum products ever been stored or used at the Site? Not on proposed tank site. No Have there ever been any wells? None anyone is aware of Have there ever been any private septic systems? No Have there ever been any tanks such as underground storage tanks at the Property? No Have there ever been any pits, ponds, or lagoons at the Property? No Has any fill material (soil or otherwise) been brought onto the Property? No Has there been any solid waste (trash) or chemicals dumped at the Property? No Please provide description of history and uses of adjoining properties: Subject Tank site is within the boundary of a 4,000 acre ranch that has been in same family for multi generations. Oil and gas production is ongoing within the ranch but none on or immediately adjacent to subject property. Please provide any helpful documents such as: past Environmental Site Assessments, Environmental Permits, Hazardous Waste notices or reports, and Geotechnical Reports, HISTORICAL RESEARCH DOCUMENTATION r APPENDIX F S a W&MPnvironntental Graup,LLC(W&MProjectNo.823.032) e I 4 r a INMIRY 0;IA!L!;47.9 - YEAR: 1948 { =540Eon, Appendix F Historical Aerial Photographs CA) 1948 Farmer Road Fort Worth,Texas 2/13/17 Phase I ESA W&M Project No.: 823.032 I i I i. J - I r INQUIRY#.460347_0 �. YEAR: 1953— Appendix F AN 43� Historical Aerial Photographs wwam1953 Farmer Road r Fort Worth,Texas 5 2/13/17 Pbase IESA W&M Project No.: 823.032 4 k r E SN091PY 4.4B413547 4 YEAR: =500' EDR' Appendix F Historical Aerial Photographs (A) 1968 Farmer Road Fort Worth,Texas 2/13/17 Phase IESA W&M Projcct No.: 823,032 t IWUFRY 91;4848341.0 YEAR: 1981 500' CEDR° Appendix F Historical Aerial.Photographs 1981 Farmer Road Fort Worth,Texas 2/13/17 Phase T ESA W&M Project No.: 823.032 INC�U1FxY!!'4tid93�F.9 /\ Y L4R: 1995 �Llr W.EDR Appendix F Historical Aerial Photographs 1995 _ Farmer Road Fort Worth,Texas 2/13/17 Phase I ESA W&M Project No.: 823.032 INQUIRY#:o4047.8 YEAR: 2004 --.......... -saa• CEDW Appendix F Historical Aerial Photographs 2009 Farmer Road fort Worth,Texas 2/13/17 Phase I ESA W&M Project No,; 823.032 INQUIRY*'LfW&U7A YEAR: 2006 500' Appendix F Historical Aerial Photographs VRM2005 Farmer Road Fort Worth,Texas 2/13/17 Phase I ESA W&M Project No.; 823.032 � J 1 YEAR: 2aa5 A�®J . J 500' VI SM Appendix F Historical Aerial Photographs 2006 Farmer Road Fort Worth,Texas i 2/13/17 Phase I ESA W&M Project No.: 823,032 i L4-�k M i IN01_JIRV yf 484L'147 9 YEAR: 2010 �+ =500' EDR` - Appendix F Historical Aerial.Photographs 2010 (4 Farmer Road Fort Worth,Texas 2/13/17 Phase I ESA W&M Project No.: 823.032 • t ` r I 4 vow,* t , L k ± I a I NQUIFf#-.41648847.8 YEAR: 2012 500' Edit' Appendix F Historical Aerial Photographs Ica) 2012 Farmer Road Fart Worth,Texas 2/13/17 Phase I ESA W&M Project No.: $23,032 eD7 Histo§talTopO Map 1988 t ' s , � . � � � , / � • IL � �� \ m: 'LL ~kms - � UP /. j . Ts:orii 2wiAn&«from th mowi Gmapkeet > nes o, a , e MIN N R s Gtow ns 1968,7.6-m&te SE.Ak,968,18-minute . _ a RE 4848347 - 4 mea Appendix { Historical Topographic Maps 1968 Farmer 2 Fort Worth,Texas 2x14219 Phasel ESA W»¥ Project No.: 823.0-32 Historical Topo Map 2012, 2013 / L k'~ Y. 11 r —P "wnurESF-xieeei�r.'rn +. r I€ _�Y+L.S:'kh'hr off., +111 r•�r r'. 5 _ 17 JU rI5 � �� • M1 -'� t�KU�r -Irk---� � 1 �. ;1Tr 3cb�'-��' �- 'r� �v} I 1+��}rte .x•�"�' l 1 r'� M1S�--�` }��5�- .� +' 'x ��� � I-_� Ix ~�_ lxI �I , • .f I r _ 4t•" I =_ _ :.1'.�r _ I{J ' i,r�\ '�`frj�l-P_I,iL M1 / -.! i � / _ A , - PFII This report includes information from the following map sheet(s). 0 Miles 0.25 0.6 1 1.5 NW N NE TP,Springtown SE,2013,7.6-minute SE,Aledo,2012,7*6-minuto SW,Annetta,2012,7.5-minute vv NW,Lake Weatherrord,2012,7.5-minute N- SW S SE 4848347 - 4 page 6 Appendix F Historical Topographic Maps 2012/2013 Farmer Road Fort Worth,Texas 2/13/17 Phase I ESA W&M Project No.: 823.032 Farm To Market Road 3325 Farm To Market Road 3325 Weatherford, TX 76087 Inquiry Number: 4848347.3 February 08, 2017 Certified Sanborn@Report 6 Armstrong Road,4th floor � ® 5he�ton, CT 06484 (r, Toll Free: 800.352.4050 www.edrnet.com Certified Sanborn flap Report 0210BI17 Site Name: Client Name: Farm To Market Road 3325 W&M Environmental Group Farm To Market Road 3325 906 East 18th Street CEDW Weatherford, TX 76087 Plano, TX 75074 EDR Inquiry# 4848347.3 Contact: Holly Stockton The Sanborn Library has been searched by EDR and maps covering the target property location as provided by W&M Environmental Group were identified for the years listed below.The Sanborn Library is the largest,most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne, Hopkins, Barlow,and others. Only Environmental Data Resources Inc.(EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanbarn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanhorrr Resuirs- Certification # 6782-4DD7-83B3 PO# NA Project 823.032 UNMAPPED PROPERTY " SanbornO Library search results This report certifies that the complete holdings of the Sanborn Library, Certification#:6782-4DD7-83B3 LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property The Sanborn Library includes more than 1.2 million were not found. fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which trach historical property usage in approximately 12,000 American cities and towns. Collections searched: [ Library of Congress f University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866TM Limited Permission To Make Copies W&M Environmental Group (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc,or its affiliates.All other trademarks used herein are the property of their respective owners. 4848347 - 3 page 2 Farm To Market Road 3325 Farm To Market Road 3325 Weatherford, TX 76087 Inquiry Number: 4848347.5 February 10, 2017 The EDR-City Directory Image Report 6 Armstrong Road Shelton,CT 06484 800.352.0050 (CEDIR"') Environmental Data Resources Inc www.edrnet.com TABLE OF CONTENTS J SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report"AS IS".Any analyses,estimates, ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction orforecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. Alf rights reserved. Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources, Inc.or its affiliates is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s (EDR)City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Report includes a search of available city directory data at 5 year intervals. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2013 Q Q Cole Information Services 2008 Q Q Cale Information Services 2003 21 Cole Information Services 1999 Q Q Cale Information Services 1995 Cole Information Services 1992 Q FJ Cole Information Services 1988 El 1-1 PolWs City Directory 1982 E] FJ Polk's City Directory 1978 1:1 1-1 Polk's City Directory 1972 El 1771 Polk's City Directory 1966 E] n PolWs City Directory 1961 E] FJ Polk's City Directory RECORD SOURCES EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s)delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. 4848347-5 Pagel I FINDINGS TARGET PROPERTY STREET Farm To Market Road 3325 Weatherford, TX 76087 YearDCDC lmaae Source FARMER RD 2013 pg Al Cole Information Services 2008 pg A3 Cole Information Services 2003 pg A6 Cole Information Services 1999 pg A8 Cole Information Services 1995 pg A10 Cole Information Services 1992 pg All Colo information Services FM 3325 2013 - Cale Information Services Street not fisted in Source 2008 - Cole Information Services Street not listed in Source 2003 - Cole Information Services Street not listed in Source 1999 - Cole Information Services Street not listed in Source 1995 - Cole Information Services Street not listed in Source 1992 - Cole Information Services Street not listed in Source FM_3325{AKA FARMER.RDl 1988 - Polk's City Directory Street not listed in Source 1982 Polk's City Directory Street not listed in Source 1978 - Polk's City Directory Street not listed in Source 1972 - Polk's City Directory Street not listed in Source 1966 Polk's City Directory Street not listed in Source 1961 - Polk's City Directory Street not listed in Source 4848347-5 Page 2 FINDING CROSS STREETS Year CD!mage Source STACY LN 2013 pg.A2 Cole Information Services 2008 pg.A5 Cole Information Services 2003 pg.A7 Cole Information Services 1999 pg.A9 Cole Information Services 1995 - Cole Information Services Street not listed in Source 1992 - Cole Information Services Street not listed in Source 1988 - folk's City Directory Street not listed in Source 1982 - Polk's City Directory Street not listed in Source 1978 - Polk's City Directory Street not listed in Source 1972 - Polk's City Directory Street not listed in Source 1966 - Polk's City Directory Street not listed in Source 1961 - Polk's City Directory Street not listed in Source 4848347-5 page 3 City Directory Images °' Cnka Information Services FARMER RD 2013-----`----~-----------~------- --- -- ' 305 ED[THPATTON � / 311 ALLEN GEORGIA O(] 336 DONALD STONE 478 DENN|SC/\RLSON 704 OCCUPANT UNKNOWN 1290 CALVIN LYON 1300 TERRY FUQUA 1301 TERFlENCE5OHN 4320 TEXAS INSTITUTE OFEQUINE DENTIST 1331 KCARLYLE 1338 PRICE THOMAS 1401 BARBARA BRYANT 1433 OENBURYONSHORE LLC 1708 FRANKT|BB|T 1717 DONGOK4BA 1725 JASON ROBERTSON 1729 SANDRATURNER 1737 OOUG8HELTON 1749 KARLRON/\OHER 2090 WILLIAM PARKER 2104 J/\yWE8OPAULD|yJG [ 2108 JOHNNIE HALE / 2112 JOSEPHO|ON|8l | 2118 5ONNYHU|TT 2140 ALFREOODECA8AS 2208 JIM MOODY 2216 CAR{}LLHC)LL|DAY 2224 ROBERT DUKE 2248 BRUCE HOWARD 2300 LOVVELLORR 2305 GARNERSTORE 2421 ROBERTHUOSC)N 2465 JOHN ROEBER 2475 JACK HILL 2501 J(]NTALLEY 2575 VVESLEYPR|TCHETT i 2708 WILLIAM FIELDS ! '---- - ------'------------------' ----------------- 4848347.S Page: Al V, Cole Information Services STACY LN 2013 5900 FRANCO MARCHES1 5909 JOHN LAWRENCE 5929 THOMAS EMPSON 5933 JADE CROSS 5941 DONALD FARMER 5949 OCCUPANT UNKNOWN 5950 SHERMAN RICHARDSON 5957 OCCUPANT UNKNOWN 5985 SPRINGTOWN IMPORTS -----.............. 4848347.5 Page: A2 *� Cole Information Services FARMER RD 2008---------- ----- -- -------- 338 DONALD STONE 476 DENN|SCARLSC)N 500 MARY HICKS 812 ELEANOR MEYER } 704 OCCUPANT UNKNOWN � } 708 KATHY HARRIS | 723 TERRY{]RR | ^ 815 PSTlCKNEY ' &OO CHARLES RG|LLUM ' CUTTING HORSE SELF STORAGE | 916 RANDY RANDALL 820 DAV|DBECKER 1290 DARRELLLY{}N 1300 CALVIN LYON 1301 LARRYV|EHK8ANN 1331 KCARLYLE 1333 PRICE THOMAS 1401 BARBARA BRYANT 1438 OCCUPANT UNKNOWN 1501 DAVID PERRY i 1709 FRANKT|8B|T � ' 1717 OONGOK4BA 1725 LEONTEDDL|E 1729 SANDRATURNEFl 1737 OOUGSHELTON 1749 KARLRONACHEB 1800 OALLAOBURVVELL 1804 CUT EDGE GRAPHICS 1891 K4ARKANTHONY 1800 GCHLAND & CATTLE {}O 1901 WATER RX 2000 BRANDY ANDERSON 2038 PARKER METAL BUILDINGS 2090 WILLIAM PARKER 2104 J/\K4ESSPAULD|NG ( 2108 BRE0THARRAH � / 2111 DEU]R|SKN|GHT 2112 JOSEPHD|ON|S| 2116 JEFFFlEYHU|TT 2136 FOUNDATIONS <3FLIFE 2140 ALFREDODECA8/\8 2208 PATRICK STOKER 2216 ANN {}AROLL 2224 ROBERT DUKE 2248 BRUCE HOWARD 2300 LOVVELL{)RR 2333 ALETHA BALL 2401 BRACKEENPLUMBING |NG 2421 ROBERT HUDSON 2465 DELENEREK8MER5 4848347.5 Page: A3 v^ Cole Information Services FARMER RD 2008 (Cont"d) 2475 JACK HILL 2501 TIM OAKEO 2575 VVPR|TCHETT ' 2701 KyWCG |NC � | . 1 � � | | � | ' | � � | 4848347.5 Page: A4 ' V, Cole Information Services STACYUN 2008—�— —�----------- -��--- '��-------- 5SOO JACKY8ANDERO 5909 JOHN LAWRENCE 5929 PACIFIC LEASING INC THDMA8EMPSDN � 5833 DAVID WAGNER ! 5041 DONALD FARMER 5949 PAUiJA5|CK | 505O SHER&4ANR|(�HARDS[)N � ' ! 5057 R0BERTMAGS|E ' 4848347.5 Page: A5 Cole Information Services FARMER R® 2003 i 317 OSTIOPATHIC FAMILY MDCL CLNC SHAUN KRETZSCHMAR 500 MARY HICKS 612 ELEANOR MEYER 704 PEGGY EDWARDS 815 P STICKNEY 920 BAR X VET LAB MADRE ENTERPRISES INC I MATTHEW JERNIGAN 1111 PARKER COUNTY OF CNTY CMSNR 1300 CALVIN LYON 1305 NEIL MEES 1333 PRICE THOMAS 1401 BARBARA BRYANT 1439 SERGE LESCOAT 1501 DAVID PERRY 1505 VIRGINIA BLOCK 1709 FRANK TIBBIT 1717 DON GOMBA 1725 MARCO IZQUIERDO I 1729 SANDRA TURNER 1737 DOUG SHELTON 1749 KARL RONACHER 1891 KENS GARAGE 1907 MADDOX CONSTRUCTION INC 1943 ROBERT KRIZMANICH ! 2013 TERESA GRANT 2090 MICHAEL LEBLANC 2100 PUTTMAN KIM HAIR SHACK VALENTINE BAKERY 2104 JAMES SPAULDING i 2108 BRENT HARRAH 2112 AMANDA ROMEO 2116 WILLIAM HUDSPETH 2140 STUART CROSS 2208 BUCKNER JOYCE P PHD JOYCE REITMAN REITMAN S &J 2216 CAROLL HOLLIDAY 2224 ROBERT DUKE € 2248 ELIZABETH LIVENGOOD ' 2300 LOWELL ORR 2421 ROBERT HUDSON 2475 JACK HILL 2501 OAKES TIM DDS TIM OAKES 2575 JOHN CRAWFORD i 4848347.5 Page: A6 ~/' Cole Information Services STACY 200 5900 LISA L|5ABEVER|DGE 5800 JOHN LAWRENCE 5020 OCCUPANT UNKNOWN PACIFIC LEASING |NG THOMASE&4PSON 5933 DAVID WAGNER 5941 DONALD FARMER 5949 PAULJAS|CK 5950 DANIEL ALLEN ! 4848347.5 Page: A7 ' 1 � ! i �r Cole Information Services FARMER RD 1999----- ---'--- -~�� ---�-------- ----- ------ / 303 EGVAN5 348 FRED|EUGSTEVE CUSTOM MADE SPURS 431 JERRYVVALLACE } | 612 BENEK4|SON � 820 BAR ><VETLABORATORY DOC8NO1 | | | DURRELJONE8 � K8AOREENTERPRISES INCORPORATED � ' 1111 PARKER COUNTY OF COUNTY COMMISSIONERS � 1300 VICTOR LYON ! 1301 JAMEG <3G[)[)|E ! 1333 PRICE THOMAS i 1439 JEANLE5COAT / 1788 OCCUPANT UNKNOWN | 1709 FRANKT|BB|T 1717 LESL|ECOV|NBTON � / | 1737 DOUGLA88HELTON ` 1749 JAMIE BOLTON 1851 BOB ELDER / 1943 VINCGHASH ! 2001 RHARVVELL i 2013 TEREGAGRANT � | 2080 K8|CHAELLEBLANC . � 2104 OCCUPANT UNKNOWN | | / 2112 VV/LL|AMHUOSPETH 2137 GUOR|ALACOURSE � 2140 OCCUPANT UNKNOWN | | 2208 8UCKNERJOYCE PpHD | REITMANO &J ' SOUTHWEST INSTITUTE FOR RELATIONSHIP DEVELOPMENT ' / | 2224 ROBERT DUKE 2248 OCCUPANT UNKNOWN 2300 L[)VVELLORR / 2333 B(]BBYPUCEL 2421 ENSERCH PROCESSING PARTNERS LIMITED ROBERT HUDSON < 2451 /\N|TAORTEGA � . | 2501 TIM OAKEO ' ' | 4848347.5 Page: A8 � ✓ Cole Information Services STACY LN 1999 5 909 J LAWRENCE 5929 THOMAS EMPSON 5933 CAROL WAGNER 4848347.5 Page: A9 ✓ - Cole Information Services FARMER RD 1995 340 STEVE FREDIEUS CUSTOM MADE 2208 DR S REITMAN t i I 3 3 7 3 E } jj. f i F 3 ��., .�..��.,�...�-.....�..,H__�.n...-a....�w._.......,..,..�...._.�.d._._.....,...�.�,a_m,�_.....�_....�.A..nde..r_...._....m,...�AA.......��......�,.._..,..,.._...,..e.,_m._.....va..._a.»e...�..e_._.e.....e.m....._._.a..._ �A. ... ..a_a�...a.-._....._._-...nti,.e._.ae..,.evA._....,..,. 4848347.5 Page: A10 Cole Information Services FARMEH RD 1992----- --' -------------- -------- 0 DR DRSANFORDRBTNAN 340 SFRED|EUSCST&4MD 1439 GARY COX LAWN SPR ] 4848347-5 Page: Al 1/ } F RAPHS OF SITE AND ENT PROPERTIES APPENDIX G W&ML'nvirommental Group,LLC(W&MProject No.823.032) Photo 1: View along the dirt road that traverses the northwestern portion of the Site, seen facing northeast. Photo 2: View east along the southern property boundary. Appendix G (A)V&M Photographic Log Farmer Road Fort Worth,Texas 2/22/17 Phase I ESA W&M Project No. 823.032 i— Photo 3: View east across the Site. Owl— fJd:r: LL' . }Ir Photo 4: View of a pile of soil and rock located on the Site (associated with recent soil sampling events). Appendix G MM Photographic Log Farmer Road Fort Worth,Texas 12/22/17 Phase I ESA W&M Project No. 823.032 4 Photo 5: View west across the Site. r } 4-r- I tier_- y r _ � � �-_��'�'•.��_'�- ,4 .i.r7'�}� +���''f`,rt' Tl r�ks=•`iT '' ri?iR�'_1 rh :.T f7`F++l}r ,w+{� i ,4� �� a ��• — #-r�1T1+ •yam' � I�_. FA y�} ��. S.� Photo 6: View of an additional pile of soil and rock located on the Site (associated with recent soil sampling events). Appendix G Photographic Log Farmer Road Fort Worth,Texas 2/22/17 Phase I ESA W&M Project No. 823.432 i Photo 7: View southwest across the Site. Photo S: View of the natural gas pipeline marker located near the southern portion of the Site, seen facing south. Appendix G Photographic Log i Farmer Road Fort Worth,Texas 2/22/17 Phase I ESA W&M Project No. 823.032 I Photo 9: View of the cattle pen and water AST located southwest of the Site, seen facing southwest. y I Y` 1 Photo 10: View of the cattle pen located southwest of the Site, seen facing southwest. Appendix G (j)vjM Photographic Log Farmer Road Fort Worth,Texas 2/22/17 Phase I ESA W&M Project No. 823.032 1 Photo 11: View along the gravel road located south of the Site, seen facing southeast. 1 �i rC Photo lz: View along the gravel road located south of the Site, seen facing west. Appendix G (A)MM Photographic Log Farmer Road Fort Worth,Texas r2/22/17 Phase IESA W&M Project No. 823.032 F5 QUALIFICATIONS OF CONSULTANTS APPENDIX H W&M Environmental Group,LLC(W&M Project No.823.032) QUALIFICATIONS OF CONSULTANTS Holly Stockton Environmental Scientist B.S., Biological Engineering,Louisiana State University Holly has a Bachelor of Science degree in Biological Engineering from Louisiana State University in Baton Rouge,Louisiana. She has conducted and prepared numerous Phase I Environmental Site Assessments. Other experience includes groundwater sampling,wetland delineations, and radon testing. Jim Florey,P.G., CPSS Technical Specialist B.S., Soil Science,Texas A&M University M.S., Soil and Aquatic Microbiology, Texas A&M University Licensed Professional Geoscientist in Texas Licensed Professional Geologist in Alabama Certified Professional Soil Scientist Jim is a soil scientist and microbiologist with consulting, academic, and research experience including various aspects of soil science, microbiology, and hydrogeology. He has extensive knowledge of assessment and remediation through the Texas Risk Reduction Program(TRRP); his work has included Environmental Site Assessments, Ecological Risk Assessments,petroleum storage tank(PST)removals, litigation support, and soil and groundwater modeling, investigation, and remediation. Jim has worked on various industrial project sites including ship-channel terminals,pipeline release sites,mineral refineries, and large-scale remediation of commercial/industrial use properly to residential standards. Eugene Murray,P.G. Senior Consultant B.S., Environmental Earth Science,University of South Dakota M.S., Hydrogeology, University of Nebraska MS.,Management,University of Texas at Dallas Gene has over 25 years of consulting and research experience in a wide range of environmental projects. His experience includes a wide variety of environmental site investigations and contamination cleanups. As a licensed professional geologist(Texas and Nebraska),he has managed projects in Texas and throughout the southeast and east coast. Projects have included the environmental risk quantification of the merger of two major oil company's operations, CERCLA investigation and remediation in fractured bedrock, real estate Phase I and Phase II's for many types of facilities in many states,hydrocarbon spill remediation of soils and groundwater, and oil field environmental compliance investigations. Gene has lead research projects in water resources and energy management for a variety of institutes. W&M Environmental Group,LLC(W&M Project No.823.032) GC=6.06-D Mh*norfty vind Women Owned BusIlness Enterprise Compflznce CITY OF FORT WORTH WESTSIDE V---PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100375 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART I—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontract©rs/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MIWIDBE NON-MMI/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 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 Purchasing Division no later than :OU p.m. on the second City business day after hid opening, exclusive of bid opening plate, will result in the bid being considered non-responsive to hid specifications_ The undersigned Offeror agrees to enter, Into a formal agreement with the GIBE 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 gl-owida for consideration of disqualification and will result in the bid being considered nonresponsive to bid specifications, MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractortconsultant i.e. a direct payment from the prime contractor to a ,iobcontractor Is considered 1' tler, a payment by a subcontractor to Its supplier Is considered 2"'J tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBI= and counting those dollars towards meeting the contract committed goal, 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 Offeror will be g1ven credit as tong as the MISE listed ovens and operates at least one fuller licensed and operational truck to he used on the contract, The MBE may lease trucks from another MEE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease tacks from non-MBEs, Including owner-operated, but will only receive credit for the fees and commissions earned by the MOE as outlined In the leaseagreement. Rev.2110195 FOPT WORT 14 ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Miriarily and non-MBE!._ MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTORISUPPLIER Company Name T - n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B Work Purchased Email E E Contact Person El 1:1 El Rev.2110115 FORTWORTH ATTACHMENT to Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Uinorlty and nafi-MBE;. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOWSUPPLIER ° Company Name T f9 Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telophone/Fax r g B Work Purchased Email E E Contact Person E El D El E Rev.2110115 Ir"OXT WORTH ATTACHMENT 1A Page 4of4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror 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 o Chary_geld dditlon form. Any unjustified change or deletlan shall be a material breach of contract and may result in debarment in aoord with the procedures outlined in the ordinance. The Offeror shall submit a detailed expfanation of how the requested changelafttion or deletlan will affect the committed MBE goal. If the detail explanation is nol. submitted, Il will affect the final compliance deterrrlination. 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 andlor examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractorszsuppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact NamelTitle(if different) Company Name Telephone and/or Fax Address E-mail Address CitylStatelZip Date Rev.2110115 ATTACHMENT IB FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: I NON-MIWIDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Fallure to complete this form In its entirety and be received by the PurchasIng Division no later than 2:00 a.m., on the second City business day after bid opening., exclusive of the bid opening date, wlil result In the bid being considered non-T-esponslve to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO 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) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under f=ederal, State or local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/state/zip Date Rev.2110115 ATTACHMENT 1C Page 1 of 4 Ftp RT Wa RT H City of Fort Worth Minority Business Enterprise MBE Ge®d Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MMNDBE NON-MNVIDBF BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % It the Offeror did not meet or exceed the NIHF subcontracting goal for this project, the Ofteror inust complete this -PlTl. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form. In Its entirety with suppo ring documentation, and received by tyle Purchasing blvision no later than 2:00 P.M. on the second City business day after bid opening, exclusive of bid opening date, will result In the bid being considered hon-responslye to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors andlor suppliers from the City's MIWBE Office. Yes Date of Listing ! ! No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (if yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) No NOTE: The four methods Identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact ,was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror musk contact the entire MBE list specific to each subcontracting and supplier 0PpOrtUTIIty to be Irt compI lance with questions 3 t rough 6_ 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2110115 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goodsiservices specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the M/WBB Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional shoots, if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev.2110/15 ATTACHMENT 1C Page 4of4 The undersigned certifies that the information provided and the IVIBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 'IC will be contacted and the reasons for not using them will be verified by the City's MIWBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110115 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Elillibility Form All questions must he answered;use"NIA"ifnot applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the fans that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firmNan-MBE firm name: T name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile B-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev. 2110115 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: b.Identify by name, race,sex and firm those individuals (with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------------------------ ---------------------- b. -----------------------------b. Marketing and Sales --------- ----------------------------------------------------- c. Hiring and Firing of management personnel ------------------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE1: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev.2110115 Joint Venture Paw 3 of AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner ,Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 20 ,before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their fee act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2110115 GC-6.07 Wage Rates CITY OF FORT WORTII WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100378 Revised July 1,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART 1—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91. Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Meta[ Building Assembler Helper $ 12.00 Meta[ Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012) Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TFX0's(The Construction Association)website, www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GR-01 60 00 Product Requlremeatg CITY OF FORT WORTH WESTSIDE V—PART l—ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July!,2011 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WESTSIDE V—PART I_.ELEVATED STORAGE TANK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100378 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:OS-24-2017 STANDARD PRODUCTS LIST A roval I Sec No. Classsificafion Manufacturer Model No. National S ec Size bl R - 'Ductile it for I-11 05/14/98 EI-07 Ductile Iron Join:Restraints Ford Meter Box CoXni-Flare Uni-Flange Series 1400 AWWA Cl l VC153Wto 11!09/04 EI-07 Duatlle Iron Join.Reattd- One Bolt Inc. One Bolt Restrained Joint Fitting AWWA Cll1/Cl I&C15302!29/12 33-11-11 Dne[ile Iron Pie Meehan/-al Joint Restraiet EDAA IgInc. MegaI g Series 1100(f6r Dr Pipe) AWWA Cl l 1/C116/C15308!05/04 EI-07 MreharcalJoint Retainer Glands Sigma,Co. Signa One-Lk Mechnical Join.Restrainer AWWA CI l I/C153 liN7•'16 33-II-tI MmNmfeof.7tdl K bi—Gland. SrnrAinc Pmdnec.ia ��Stargr�iA$ct6]ODO T-BOLTS.NUTS.AND GASKETS 33-11-05(01/08/131 Valves&Fitt n s/Resilient Seated Gate Valve*33-12-20 05/13/15 Resilient Wcd ed Gare Valve w/no Gears American Flow Control Series 2500 D—in"4-20247 6" 12!13/02 Resilient Wed e Gate Valve American Flew Control Series 2530 and Series 2536 AWWA C515 30"and 36" 08!31/99 Resilient Wedge Gate Valve American Flow Control Series 2520&2524 SD 94-20255 AW WA C515 20"and 24" 05!18/99 Resilient Wedge Gare Valve American Flow Control Series 2516 ED 94-20247 AWWA C515 16" 10/24/00 E1 26 Resilient Wedge Gate Valve American Flow Control Series 2500 dile Iron AWWA C515 4"to 12" 08105/04 Rcsili-n.Wed e Ga.Valve American Flow Control 42"and 48"AFC 2500 AWWA C515 42"and 48" 05/23/91 E-26 Resilient WedgeGare Valve AmericanAVICComan Amer!CMAVKResilient Seaded GV AWWA C509 4"to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Co 20"and smaller E1-26 Resilient Seated Gate Valve Kenned 4" 12" El.'.6 Resilient Seated Gate Valve M&H * E1-26 IR.ailien.Seated Gate Valve Mueller Co. 4" 12" 11/0 ResilientWi aGate Valve Moeller Co. Series A2361(SD 6647 AWWA C515 16" 01:23/03 Resilien Wedge Gate Valve Mueller Co. Series A2360 for I8"-24"SD 6709 AWWA C515 24"and smaller 05!13/05 Resiliem Wedge Gate Valve Mueller Co. Mueller 30"&36".0-515 AWWA C515 30"nndSE" 0151/06 Resilien Wedge Gate Valve Mueller Co. Mueller 42"&48"C-515 AWWA C515 42"and 48" 01/28/88 EI-26 Resilien:Wedge Gate Valve Clow Valve Co. AWWA C509 q"-7^" 10104/94 Resilient Wed e Gate Valve Clow Valve Co. l6"RS GV SD D-20995)__ AWWA C515 16" 11!08/99 11126 Resilien.Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652' AWWA C515 24"and smaller 11!29/04 Res.Gent Wedge Gate Valve Clow Valve Co. Clow 30"&36"C-515 AWWA C515 30"and 36^Not-3 05 11!30/ Re M-SeeWed e Gate Valve Clow Valve CO. Clow Valva Model 2638 AW WA C515 24"to 8".ole 3 ;08/9191 111-26 Resilien atd Gate Valve Stookham Valves&Fittings —VA C 509,ANSI 420-mm,ASTM 4",12' * El-%6 R.esilieat Seated Gate Valve U.S.Pi a and F—d, ]0. Co. Metrosra1250 re viremeats EEL 474 3"to 15" '26/16 33-12-20 Resilient Seated Gate Valve R7(East Jordan Iron Works EJ FI—M-1 Gate Vahe&Boxes Pi es/Valves&Fittin B/Rubber Seated Butterflv Valve 33-12-21 07 10/14 * E1-30 Rubber Seated 13uttertl Valve Henr Pratt Co. AW W.4 C-504 24" * E1-30 Rubber Seated Buttafflv Valve Mueller Co. AWWA C-504 24"az;d smaller 1/11/99 EI-30 Rubber Seated DutteA Valve Dezurik Valves Co. AW W.9 C-504 24"and Iger 06112/03 EI-30 Vahnadc American Patteflv Valve Vahmtic Valve and Manufac.urin Com. Valmatic American 3utteR1 Valve. AW W.4 C-504 U to 84"diameter 04/06/G7 EI-30Rubber Seated Buttenl Valve M&H Valve M&H 6th,4500&1450 AWWA C-504 24"to 48" Sgmplijig Station 3/12/96 Ater&EE21ing Station Water Plus B20 Water Saropli.e,Station Dry Barrel Fire H dTBnts 33-12-40 01/15/14 10101/87 E-1':2 v Bartel FireH Brent American-Darlin Valve Dmwine Nos.;0-18608,94-18560 AWWA C-502 03131/88 E-1-12 Dry Barrel FireAdrent American Dadin Vala Sh.2 Drawin Ne.94-18791 AWWA C-502 09!30/87 13-1-12 Dry Banel Fre Hydrant Clow Connotation Sh.a Drawing No.D-19895 AWWA C-502 01;12/93 11-1-12 Barrel F-E dram American AVKC IvI'M 2700 AWWA C-502 08,24/88 E-1-12 Barrel Fir.H dram Clow Co oration zn Drawin sD20435 D20436 B20106 AWWA C-502 E-1-12 Barrel FireH dram ITT Kenned Valve ShopDrawing�No.D-80783FW AWWA C-502 09/24/87 E-1-12 Barzel F;reH Brant M&H Valve Com anShon Drav,ing No,13476 AWWA C-502 10114/87 E-I-12 Shop Drawings No.6461 D Barrel FveH Brant Mueller Com ar A423 Centuries AWWAC-502 Shop Drawing FH-12 01!15/88 EI-12 D Barrel Fire H Brant Mueller Com zn A-423 Su er Centurion 200 AWWA C-502 10/09/87 11-1-12 D Barrel Fire H drant U.S.Pipe&F= Shop Drawin No.960250 AWWA C-502 09/16/87 E-1-12 ll Barrel FireHdmn[ Water—Com n Shop DrawingNo.SK740803 AWWA C-502 08!12/16 33-1210 D Barret F¢eH dram EJ aSt Jordan Iron Works WaterMaater SCD250 ater Appurtenanceq33-12-1007/01/13 08/28/02 ouble Stop Saddle Smith Blair " Nylon Coaled Double Stra Saddle 07/23/12 33-12-10 ouble Stra Service Saddle Mueller Com an DR2S Double SS Enron DI Saddle AWWA C800 1"-2"SVC up to 24"Pipe 1027/87 Cnrb S e-Sall Meter Valve, McDonald 6100M 6100MT&610Nrr 3/4"and 1" 10/27/87 Curb Stos-Ball Meter Valves McDonald4603B 46046 6100M 0/56100TM and 6101M 154"and 2" 01!26/00 Coated 7'a in Saddle with Double SS Snaps JCM Industries Inc. #406 Double Band SS Saddle t"-2"Ta s on u [e 12" 21/12 33-12.25 m Sleeve Coated S'ze1 05110/11 JCM Industries Inc. 412 Ta in Sieeve ESS AWWA C-223 U to 30"w/12"Out a m Sleeve Stainless Steel Powerseal 3490AS Elan el&3490MJ 4"-8"and 16" 0229/12 33-12-25 Tapping Sleeve Coated Sze/ Romac FTS 240 AWWA C-223 U to 42"w/24"Out 0229/12 33-12-25 Tap,id Sleeve Staffil—Steel Romac SST Stainless Steel AWWA C-223 U to 24"w ut /212"O 02/29/12 33-12-25 Ta in Sleeve Stairiless Steel Roma- SST III Stainless Steel AWWA C-223 U to 30"w/212"Out OSi10/11 Join:Repair Clam Powerseal 3232 Bell John air Clam 4"to 30" Plastic Meter Box w/Comosire Lid DEW Plastics Le. DFW37C-12-IEPAFFTW Plastic Meter Box w/Com oshe Lid DFW Plastics Ina. DFW39C-12-IEPAFFTW 08/30/06 Plastic Meter Box w/Comosire Lid DFW Plastics Inc. DFW65C-14-IEPAFPTW Cl—"A" Concrete Meter Box Bass&Ha CMB37-1312 1118 MD-9 Conuete Meter Hox Bass&Has CMB-18-Dual 1416 LID-9 Concrete Meter 13- 13—&Ha CMB65-1365 1527 LID-9 Pol eth lene Encasemen 3-1 l- 01/08/13 05/12/C5 I RI-13 Pol effi lone Encasment Flexsol Packer' Flilton Ente ri AW WA Ct05 $tail LLD 05 05/12/05 111-13 Pol th Ione Eric—em Mountain States Plastics MSP and AEP Ind. Standard Hardware AWWA C105 8mil I,LD /12/05 111-13 Pol eth lone Eacasment AEP Industnes Eaullsonng bY Cowtown Bolt&Gasket AWWA C105 8tail LLD Meters 02/05/93 E101-5 Detector Check Meter Ames Coroner: Model 1000 Detector Check Valve AWWk C550 4"-10" 08/05/04 Me—S.Drive Vcrdcal To bm. Herse Ma otic Drive Vertical AWWA C701 Class/ NOTES From Oil el Standard Products List <1> Carrier Pi-I.D. <2> Above 48"A—ed on case b case basis <3> 30-inch and la er re vires B-Pass <4> Product A roved to 36"However C905 P`✓C Pi a is onl a oved u to 24" Ill Fort WorthAter epar[ment s 3tandard Procucts L,,t has bee,Te-veloped to tmmmn2e t e su mine review o pro acts w to meet the orf o stet epartment 5 to pec Patrons tstng un try cons—tion pnij-ts. Wen Tec 5pecificaticns for spacifc products,are hrcluded as pan of rhe Construction Contract Doctanents,the regnir—ad,of the Tecbniczl Specifieatien wdl'v 7&the Fort Worth Water Deparmem's Standard Specifications and the Fort Worth Wate--Department's Stzndazd Products List and approval of the specific Products will be based—,he requirements of the Toohnioat Specification whether or nor the specific product meets the Fon Worth Water Departor-'s Standard Specifications or is on the Fort Worth Water D airmen's Standard Products List. Revised B-24-''..7 Pags3 CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST U P D A T E D:08-24-2017 A roval S ec No. Classification Manufacturer Mode!No. National Spec Size WASTEWATER Manhole Inserts-Field 0 orations Use Onl ev 2/3/16 * 33 05 13 Manhole Insert K utson Eate ri * 310513 M..h.le Insert se Made to Order-Plastic ASTM D 1248 For 24"dia. * 33 05 13 Manhole Insert South Western Packa in Made to Order-Plasdc ASTM D 1246 Noflow-Inflow For 24"dix. 09/23/96 33 OS 13 Manhole Insert Made to Order-Plastic ASTM D 1248 For 24"His. 09/23/96 33 OS 13 Manhole Insert Southwestern Packin &Seals Inc. Lifesaver-Stainless Steel Southwestern Pa kin &Seals Inc For 24"dia. TetherI.ok-StaWess Seel Fo;24°dia Marholes&Bases/Frames&Covers/Rectanar 33-05-13 Rev 2/3/16 33 OS 13 Manhole Fames and Covers Wastern,Iron Works Bass&Has Found 33 OS 13 Manhole Prames and Covers IOOI 24"x40"WD Vulcan Far 6780 24"x40"WD Manholes&Bases/Frames&Covers/Standazd Round 33-05-13 Rev 8/24/17 33 0513 Manhole Frames and Covers CI West—L-no Works Bass&Ha's Found 33 0513 Manhole Fames and Covers CI30024 24"Dia. 33 05 13 Manhole FramesMoKiolay Iron Works Inc. A 24 AM Noerab Cason 24"Dia. 33 OS 13 Manhole Frames and Covers CI Vulcan Foun 24"Dis. 33 OS 13 MaUtcle Frames and Covers CI 1342 AS 1'M A 48 24"Dia 330513 Manhole Frames and Covers CI S' Coraoration MH-144N 330513 Manhole Frunes and Covers CI Si aco oration MH-143N 33 0513 Manhole Frames and Covers Cl Pon[-A-Mous.n GTS-STD Neenah Castro 10/31/06 33 0513 Manhole Frames and Covera d Cl Powersefll 725/03 33 05 13 Meahok Founes and Covers Cl Hin ed Ductile Lon Manhole ASTM A<<36 24"Dia. 01131/06 33 05 13 30"DIMPIRin and Cover Cl Saint-Gobain Pielines Pa_./,_, RE?2-RBFS East Jordan Iron Works V1432- 30"Dia. 11,'02/]0 33 OS 13 30"DI MH Rin and C or Cl 2 a.d V 1483 Des' s AASHTO M306-04 30"Dia. 07/19/11 33 05 13 30"DI MH Rin and Cover CI Si na Cu nation MH1651—&MHI6502 Star pip,Roducre 30"Dia 08/10/11 33 05 13 D"DI MH Rin and Cover C] MH32FTWSS-DC 30"Din Accucast 220700 H .eaDa with Gasket Rm 30"Dia 10/14/13 33 05 13 30"DI MH Ring and Co—(H' ed&Lockable)Cl3P"ERGO/M Assembly '� East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105&ASTM-0536 30"Dia 05;01137 34 DS 13 30"131 UK Ranamd Cmer fn Vd&lecbhiei•. t51F]1.hArnu 3013:-I ASFL!A 48 34'Du 0&:+Ili n 13-01 .W-D1 MN Roe aai re—fifu+� SCnH 3400 SId Dbl Hiogc Nno-M¢Ylic R4 Srwnert_n':rr .d Cevnr.rtuak 0,FRp Cnrtnhsdfe 3(I"]yIo_ Manholes&Bases/Frames&COVCls/Water Ti ht&Pressure Ti ht 33-05-13 Rev 2/3/16 33 05 13 Manhole Fromcs and C- 3305 overs Pent-A-Meusson 33 05 13 Manhole Fraises and Covers Pamti t 24"Dia. 33 OS 13 Manhole Frames and Covers Neenah Casting Vulcan Found24"Dia. 33 05':3 Manhole Frames and Coves 2342 ASTM A 48 24"Dia. * 33 05-3 Manhole Frames and Covers Westem Iron Works Bass&Ha.Found 3 A24A McKiNe Iron Works Ike. 24'D' 4"Dia 03/08/00 3305 13 Manhole Frames and Coves S✓PA24AM 24"Dia 06/01/17 33 05 13 Manhol Frames and Covers Accucast RC-2100 ASTM A 46 SIP industries 300-24-23,75 Rin and Cover 24" 24"Di, ASTM A 48 24"Din Manholes&Bases New/Com onents 33-39-10(Rev 213/161 07/23/97 33 OS 13 Urethane H I hilic Waterato 04/26/OC 33 051 Offset Joint for 4'Diam_MH Asahi KoVo la, Adeka Ulta-Seal P-201 ASTM D224C/D412/D792 04/26/00 3305 13 Profile Gasket for 4'Diem MH. Hanson Concrete Product Drawin No.35-0048-001 1/26/99 33 05 13 HDPE Manhole Ad'usaneat Rin R"s`SeN Gasket Co , 250-4G Gasket ASTM C-443/C-361 Ladteo Inc SS MH 5/13/05 3305 13 Manhole External4Jra HDPE Eluana l sit, Noa-maffi.area Canusa-CPS Wra idSeat Manhole Enca snletionS stem Manholes&Bases New;Precast Concre v 6!1/17 33 39 10 Manhole Precast Concrete H dm Conduit Co 33 39 10 Manhole Precast ConcreteWSPL IL^m fi49 ASTM C 478 48" * 33 39 10 Manhole Precast Concrete all Concrete Pi a Co.Im. ASTM C443 Forterra fomierl Gifford-' Hanson 41' 04/26/00 33 39 10 MH Sin le Offset Seal Joint ASTM C 478 48" D9/23/96 33 39 10 Manhole Precast Concrete Fortes fonnerl Gifford-Hill,Hanson T e F Dw 35-0048-001 Concrete Product lne. ASTM C 478 48"Dism tVlli 08/30/06 33 39 10 Manhole Precast..emte 48"I.D.Manhole w/32"Cone AS C 473 48"w/32"cone 10/27/06 33 39 10 Manhole Precast Concrete The Tlnner Cam an 48"I.D.Manhole w/24"Cone ASTM C 476 06/09/10 33 39 10 Manhole Precast Rcini'orce Pol er Costae Oldcastle Precast Inc. 48"I.D.Manhole w/24"Cone 48 US Com osite Pi e AS EM C 476 48"Diem w 24"Rin Reinfemed Pol er Concrete ASTM C-76 48"to 72" Manhole ases/New/Fiber lass 33-39-13 1/8/13 1/26/99 33 39 13 Fiber ass Manhole 08/30/06 33 39 13 Inlerals.Manhole Fluid Contammeat l.c. Flowtite L.F.Menafacaurin ASTM 3753 Non-traf.arca Non-traffic area Manholes&Bases/Rehab S stems/Cementi£oa * E1-14 Manhole Rehab S stems Quad- PI-14 Oa/23/Ol EI-14 Manhole Rehab S ems standard Cement Materials Inc. EI-14 Manhole RehabS stems Relincr MSP 4/20/01 E1-14 Manhole RehabS tem AP/M Pennafonn 5/12/03 EI-14Menhote Rehab stem fi finer Strong Co an StrOstg Seal MS2A Rehab S tom 08/30/06 General Concrete Re an P.1y-rJ21ox Technolo'e MH repair roduct to am,infilo,ior, Flesy,,te T^chnolo'ass ASTM D58 13 Vin IYoI ester Repair Product Mica Use Manholes&BaseslRehab Svstems/NonCementitious 05/20/96 E1-14 Manhole RehabS stems * EI.14 McNro!e RehabS s're spa,—q S m wall Paluoha.,Coaffi ASTM D639/D 190 12/14;'01 Coatia for Corrosina rotation Sun Coast 01/31/06 CoatLm s for Coaosion Protection ERTECH Series 2D230 and 2100 8/28/2006Coatis for Corrosion Protection Ches[etton Arc 791,SIHB Sl S2 Acic Resistance Test SewerA IicaGons 08/30;06 Coati.s for Corrosion Protection Warren Environmental 5-301 and M-301 Citadel SLS-30 So1idsE Oxv SewerA Iicallons Se—A Ilcations Pi e/NewiCentrifu all Cast Fiberolass Reinforced Pi e33-31-131/8/13 7/21/97 33 31 13 CenC.Cast Fl lass 03/22/10 33 31 13 Fiber Iess Pi e Hunts Pipe USA Inc. Hobas Pie on-Pressure ASTM D3262/D3754 10/30/03 `heron Bondslraad RPMP Pie ASTM D3262/D3754 Glass-Fiber Reinf reed Pol er Pie Arnitech USA 4/14/05 PoI er ModiSed Conemte PieFlowdte ASTM D3262N3754 Ofi/09/10 E1-9 Reinforced Po] r Concrete Pi e Amitecb USA Me,er Pol trete Pi e ASTM C33,-0276 F477 US C osite Pi e Reinforced Po'. or Concrete P'eASTM C-76 8"to 102"Class V P es New/Concrete E1-04 Conc.Pie Reinforced Wall Concrete Noe Co.Inc. E1-04 Co...Pi a Reinfirced H dro Conduit Co oration ASTM C 76 E1-04 Conc.Pi a Reinforced Class III T&G SPL Item#77 ASTM C 76 E1-04 Hansen Concrete Products ASTM C76 Coro.P'.a Reinforced Conemte Piro&Prodtu-ts Co.Inc. Pi es/New/Du til ron 33-11-10 1!8/13 ASTM c76 Revised 8 24-17 Page I CITY OF FORT WORTH WATER DEPARTMENT'S J=DATE D:08-24-2017 STANDARD PRODUCTS!_IST A roval Sec No. Classsification Manufacturer Model No. National Spec Size Griffin Pie Products,Co. Super Bell-Tice Ductile Iron Pressure Pipe,Lines P.W WA CI50 C151 3"tit 24" 331110 Ductile Iron Pipe American Fastite Pi AW WA C 150,CI51 4",S'&10" 33 1110 Ductile Iron Pi e American eDuctileaFoundry CoCe. Pe 33 11 10 Ductile Iron Pipe U 5.Pipe and Foundry C. AW WA C150,C151 331110 Ductile Iron Pipe McWme Cast Iron Pie Cu. AWVJACI50,C151 Pities/New/PVC ressire 33-11-12 4/1/13 AWWAC900 4^+hrotz" 12/02/1] 33-11-12 DR-14P1111c Pi 1'al Building Jng Prod PVC Pressure pip. 1 G/21./14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Presure Pie AWWA C900 4"tEm 12" Pi es/New PE(pipe Bursting/Sliplinin 33-31-23C118/13 Hie-densi o'.eth len- i c Phillips Drisco i e.Inc. ticom Ductile Pol ethr lane Pie ASTM D 1248 B" H'h-denaitc-1vatlivIono,pipe Plexco lice. ASTM D 1248 8" Hi -densi sth lane i c Poll Pi e.Ine. ASTM D 1248 8" H'h-densi ane of erE li CSR H dro Conduit/Pi.line S stems McConnell Pire Erdar anent ASTM D 124E Pi es/New/PVC*33-31-20 7/1/13 4"thn 12" 33-31-20 PVC Sewer Pie Can-Te industries ASTM D 3034 33-31-20 PVC Sewer Pie Certain-Teed Products Co ASTM D 3034 4"tit 15" 33-31-20 PVC Sewer Pi Nero Manaborann Co ASTM D 3034,D 1784 33-31-20 PVC Sewer Pi * J-M Manufacturing Co.Inc.]M Ea'.e ASTM D 3034 * c 12/23!97* 33-31-20 PVC Sewer Pi Diamond Plastics Comomtion SDR-26 and SDR-35 ASTM F 789,ASTM D 3034 4"clan 15" * -31-20 PVC Sews Pi e Lamson V Ion Pie ASTM F 789 4"115" 33 Pi etife Jet Stream SDR 26 and SD,-35 ASTM D 3034 4"thn 15" 04/04/07 33-',1-20 PVC Sewer Pie r,--.1 Buildin Products R.al Seal Solid Wall Pi s SDR 26&35 ASTM 3034 33-31-20 PVC Sewer Pi a 4"tivu 15" 33-31-20 PVC Sewer Pie Extension T chnolo'es lne ASTMD3034 * Diamond Plastcs Co oration "S"Gtavi Sewer Pie ASTMF 679 18"to 27" I1/lll9g 33-31-20 PVC Sewer Pie ASTMF679 18"-27" * 33-31-20 PVC Sewer Pie 7-M Manu2acmrirt Co Inc.JM Ea e 09/11/12 33-31-20 PVC Sewer Pie Pi eafe Jet Stam SDR-26 and SDr-35 ASTM 18" 05/06/05 33-37-20 PVC Solid Wall Pipe Di—p6 Plastics Co oration PS 46 ASTM M F F-679 04/2?/06 53-31-20 PVC Sewer Putin s Herco SDR-26 and SDR-35 Gasket Firmz ASTM D-301,,4,,D- 3034 D-1784 etc * 33-31-20 PVC Sewer Fittings Plasfic Trands,117.0 Gasketed PVC Sewer Main Flutings ASTM D 3034 11/17/99 E100-2 Closed Prefile PVC Pie Diamond Plastics Corporation ASTM 1803/F?94 18"m48" 18"to 48" Pi es/New/Ribbed O en Profile Lar e Diameter 09/26/91 E100-2 PVC Sewer Pie Ribbed Lamson V Ion Pie Carlon V ion H.C.Closed Profile Pie ASTMF 679 18"to 48" 09/26/91 E700-2 PVC Sewer Pi .Ribbed Extrusion Todenoto'es Inc. Ultra-Rib O en Profi':e Sewer Pi e ASI-M F 679 18"to 48" 11100-2 PVC Sewer Pie Ribbed U ono,ETI Co.an 11/10/1C E100-2 Pol o ten. P Sewer Pie Double Was Advanced Drainage Sstems ADS SaruTite flP Double Wall Com ted ASTMF 2736 24"-30" 11/]0/10 E100-2 Pol ro done PY Sewer Pie Triple Wall Advanced Drain e S stems ADS Sand IJP Tri le Wall Pie ASTMF 2764 30".60" 05/16/11 Steel Reinforced Pol eth leve Pie ConTech Construction Products Dunnexx ASTM F 2562 24"to 72" Pi es/Rehab/CIDP 33-31-12 01/18/13 * Cured in Pla a Pi Insituform Texark Inc ASTMF 1216 05/03/99 Cured in Place Pi e National Envaotech Grou National Liner,SPI:Item#27 ABTWI F-1216/0-5813 05/29/96 Cured in Place Pie Re Holds Inc/Inliner Technol Inliner USA Hdincr Technology ASTM:7 1216 Pi es/Rehab/Fold&Fo m G Fold and Form Pie WumPi e5 stanx Inc. 11/03/9% Foldand Form Pie Insiwfonn Teehnelo:es Inc. Iusimfonn"NuPI e" ASTMF-1504 Foldand Forn Pie American Pipe At Pltics Inc. Demo.R' ose Onl 12/D4/0D =old and F.—Pie Ultraliner Ultra'iner PVC Alley Pieliner I ASTM F-150418711867 06/09/03 Foldand Form Pie Millar Pi cline Com. EX Melted ASTMF-1504 F-1947 U to 18"diameter Pi e Enlarament S stem(Method133-31-W01/18/13 01/18/13 PIM S stem PIM Co oration Pol edr bone PIM Co .Piscaea Waw,N 7. A mved Previorul McConnell S stems McLat Conswction Pol eth lane Houston Texas A roved Previously TRS S stems enchless R lacement S stem Polvoth leve Cale .Canada Approved Previonel Pipe CasingSoacers 33-05-24 07/01/13 11iO4/C2 Steel&and Casing Spacers Advanced Prodttc[s and S stems,Inc. Carbon Steel Spacers,Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Prodwts and Systems,Inc. S+ainless Steel Spacer,Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manutacnuing Casing Spacers 09!14/10 Stainless Steel Cueing Spacer Pipeline Seal and Imulator Staintess Steel Casivg Spacer Up[0 48"Q><2> 09114/10 Coated Steel Cann Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"<lx2> 0530/11 Stainless Steel Casing Spacer Powerseal 4810 Powemhoek Up to 48"<,-2> atin /E ox 33-39-60 08/24/17 02!25/02 Tracy Li-irg System Sauendsen Inc SewerGard 210R5 LA Count 10-1.33 12114/01 E ox Lining S stem Ertech Technical Coolin s Erteeh 2030 and 2100 Sones 04114/05 Interior Ductile Iron Pipe Coating Induron Pro[ee[o 401 ASTM B-117 Ductile Inn Pipe Only 018110A C..Wp for Coen mPromcarm Cbaetaltlm An,791.S I HB,S I.82 Atni Reis—L- Sessr AppWP�t &78^.nAa -oolm.im Cmeddo Ptarsnvcs SVmren P'Mmummw 4101 and"l 5elvcAlnBevlos !tt WATER ittin /Combination Air Release 33-31-70 01/08/13 * E]-t 1 Combiretion An Relaase Valve GA Industries,Inc. Empire Ah and Vacuum Valve,Model M ASTM A 126 Class B,ASTM A 1"&2" 111-11 Combination Air Release Valve Multi lex Manufacturin Co. Crispin A.end V.._Valves,Model No.Al, EI-11 Combftrsm.Ai,Rel—c Valve Valve and Primer Co APCD#143C 4145C and#14-/C I"2"&3" Pi es/Valves&Fittin s/DuetileIron Fittings 33-11-11 01/08/13 07/23;92 E1-07 nnnile Inn Firings Star Pipe Products,Ina Mechanical Joint Fittings P-W WA C153&C110 11.074Ductile Iron Fitt GriffinPi eProductCo. Mechanical Joint Fitm: AW WAC 110 EI-07tw;tile Iron Fittns McWane ler Pi /Union Utilities Division McehanLal Juin Fiiturge,SSB Class 350 AWWACI5S CIlOCIll 08/10!98 E1-07J Fittin Si Co. Class 350 C-153 MI Fittings AW WAC753 4"-24" 0226!14 111-07J Pima s Acomast Class 350 C-153 MJ Fittgs AWWAC153 V-12" 03/16.'06 111-07ectunicat Join[Ruin SIP Industries Mechanical Joint Fittings AWVIA C153 4"to 24" L tram..Uo-"LLle lrun Fr t^^c tar PV ILII-IIlU5!-+L71 05/14/98 111-24 PVC Joint Restraints Ford Motor Be.C..rtJni-Flare Ulu-Flange Series 1500 Circle-rock AWWACIII/C153 4"to24"<4> 0229/12 33-11-11 PVC PieMecharucal7oint Rastre't Eii Aleo ? Megalu Series 2000 for PVC Pipe) AWWACIII/CI16/CI53 4"to 24" Bulldog System(Diamond Lalc 21&JM Eagle L10/12/10 21-24 Interior Restrained Joint Sys S&B Techncial Products Loc 900) ASTM F-1624 4'.12" 08/16/06 111-07 Mechavica_Joint Fittings SIP Incustnes MecJock.l lout Fittings AWWAC153 4'to 24" 11/07/16 33-11-17 Maohauical Joint Retainer Glands Star PillPrvducts luc. PVCStargrip Series 4000 4"m24" 08/05/04 111-07 Mechanical Jrirx Retainer Gland. Sierra,Co- Signp,One-Lok Mechanical Joint Restrainer I AWWAClil/CI53 - Revised 0-24-17 Page 2